Dam Search Results
Please note: only dams ≥ 15m which have been completed, are under construction, or due to begin RCC placement in the current year are included in the table below.
Results are sorted in the following order: Finish of RCC, Start of RCC, Finish of Project, Start of Project, Height and alphabetical by Dam Name.
← Scroll the table horizontally to view its entire width →
Name | Country | Owner | Purpose | River | Reservoir capacity (m3x106) | Construction dates | Dimensions | Volume | Facings | Placement | Cementitious material | |||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Start | Finish | Height | Length | RCC | Total | Upstream | Downstream | Spillway | Layers | Lifts | Cement | Pozzolan | ||||||||||||
Project | RCC | RCC | Project | (m) | (m) | (m3x103) | (m3x103) | Slope | Type | Slope | Type | Slope | Type | (m) | (m) | (kg/m3) | (kg/m3) | |||||||
Saco de Nova Olinda | Brazil | F I W | Gravata | 97 | 07/85 | 07/86 | 10/86 | 06/87 | 56 | 230 | 132 | 143 | V | (1) | 0.80 | (3)* | separate | 400 | 400 | 55 | 15 | (N) | ||
Caraibas - CEMIG | Brazil | F I | Caraibas | 10 | 04/90 | 07/90 | 09/90 | 02/91 | 26 | 160 | 18 | 22 | 0.10 | (1) | 0.80 | (3)* | 0.80 | (1)* | 300 | 300 | 70 | 20 | (N) | |
Gameleiras | Brazil | F I R W | Gameleiras | 145 | 07/90 | 12/90 | 04/91 | 05/91 | 29 | 150 | 27 | 29 | V | (1) | (1)* | 400 | 400 | 52 | 13 | (-) - | ||||
Pelo Sinal | Brazil | W | Taperobá | 76 | 12/91 | - /92 | - /93 | - /94 | 34 | 296 | 69 | 89 | (1) | 300 | 300 | 64 | 16 | (-) - | ||||||
Várzea Grande | Brazil | W | Picuí | 21 | 10/93 | 10/94 | 10/94 | - /95 | 31 | 135 | 27 | 28 | (1) | (3)* | 300 | 300 | 56 | 14 | (N) | |||||
Cova da Mandioca | Brazil | I W | Cova da Mandioca | 126 | 01/93 | 09/93 | 12/94 | 12/94 | 26 | 360 | 75 | 79 | V | (1) | 0.75 | (3)* | 0.75 | (1)* | 400 | 400 | 64 | 16 | (-) - | |
Rio da Prata | Brazil | W | Da Prata | 42 | - /92 | 09/93 | 12/94 | - /95 | 26 | 405 | 61 | 75 | 300 | 300 | 80 | 0 | (-) - | |||||||
Canoas | Brazil | W | Saõ Gonçalo | 69 | 07/93 | 08/94 | 05/95 | - /96 | 51 | 116 | 87 | 93 | 0.10 | (1) | 0.80 | (10)* | 0.80 | (1)* | 300 | 300 | 64 | 16 | (N) | |
Acauã | Brazil | F I W | Paraíba | 247 | - /93 | - /93 | - /95 | - /95 | 79 | 674 | 674 | 734 | (1) | (3)* | (1)* | 300 | 300 | 64 | 16 | (N) | ||||
Juba I | Brazil | H | Juba | - /93 | - /94 | - /95 | - /96 | 21 | 238 | 96 | 113 | 60 | 15 | (N) | ||||||||||
Juba II | Brazil | H | Juba | - /93 | - /94 | - /95 | - /96 | 21 | 238 | 105 | 113 | 60 | 15 | (N) | ||||||||||
Passagem de Trairas | Brazil | R W | Seridó | 50 | - /93 | - /94 | - /95 | - /96 | 26 | 458 | 27 | 28 | 64 | 16 | (N) | |||||||||
Jordão | Brazil | H | Jordão | 110 | 05/94 | 01/95 | 02/96 | 09/96 | 95 | 550 | 570 | 647 | V | (1) | 0.74 | (3)* | 0.74 | (12) | 400 | 400 | 60 | 15 | (N) | |
Derivação do Rio Jordão | Brazil | H | Jordão | 110 | 05/94 | - /95 | - /96 | 12/97 | 66 | |||||||||||||||
Rio do Peixe II | Brazil | H | Do Peixe | 2 | 02/96 | 12/96 | 12/97 | - /98 | 32 | 300 | 20 | 34 | V | (1) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 120 90 | 0 0 | (-) - | |
Santa Clara-GO | Brazil | W | 129 | - /86 | - /95 | - /97 | - /97 | 47 | 129 | |||||||||||||||
Pedro Moura Junior (formerly Belo Jardim) | Brazil | W | Ipojuca (Gravata) | 37 | 05/95 | 09/96 | - /97 | - /98 | 56 | 380 | 113 | 125 | (1) | (1)* | (1)* | 300 | 300 | 64 | 16 | (N) | ||||
Gov. José Richa (formerly Salto Caxias) | Brazil | H | Iguaçu | 4 | 02/95 | 01/96 | 07/98 | 12/98 | 67 | 1083 | 912 | 1438 | V | (13) | 0.75 | (1)* | 0.75 | (12) | 300 | 300 | 80 | 20 | (F) | |
Val da Serra | Brazil | W | Ibicui-Mirim | 24 | 07/97 | 11/97 | 07/98 | 11/98 | 37 | 675 | 69 | 95 | V | (13) | (12)* | (12)* | 300 | 300 | 90 | 30 | (F) | |||
Jucazinho | Brazil | F I R W | Capiibaribe | 327 | 07/96 | 11/96 | 10/98 | - /99 | 63 | 442 | 442 | 470 | V | (12) | 0.75 | (1)* | 0.75 | (1)* | 300 | 300 | 64 | 16 | (N) | |
Bertarello | Brazil | W | Arroio Burati | 6 | - /98 | 08/98 | 07/99 | - /00 | 29 | 219 | 80 | 115 | V | (13) | (12)* | (12)* | 300 | 300 | 72 | 18 | (N) | |||
Rosal | Brazil | H | Itabapoana | 17 | 04/98 | - /98 | 09/99 | - /00 | 37 | 212 | 45 | 75 | (1) | (3)* | (1)* | 300 | 300 | 45 | 55 | (S) | ||||
Ponto Novo | Brazil | I W | Itapicuru-açu | 39 | 05/98 | 07/98 | 12/99 | 02/00 | 26 | 266 | 90 | 105 | (1) | (3)* | (1) | 300 | 300 | 72 | 18 | (N) | ||||
Guilman-Amorin | Brazil | H | Piracicaba | 12 | - /97 | - /98 | - /99 | - /00 | 41 | 499 | 85 | 102 | 300 | 300 | 80 | 20 | (N) | |||||||
Tucuruí - 2nd Phase | Brazil | H | Tocantins | 45800 | 06/98 | 06/99 | 09/00 | 10/05 | 78 | 1541 | 288 | 1383 | (3) | (3)* | separate | 300 | 300 | 70 | 30 | (N) | ||||
Dona Francisca | Brazil | H | Jacuí | 63 | 08/98 | 06/99 | 10/00 | 12/00 | 63 | 670 | 485 | 503 | V | (1) | 0.75 | (3)* | 0.75 | (1)* | 300 | 300 | 72 | 18 | (N) | |
Santa Cruz do Apodi | Brazil | F I R W | Apodi | 600 | - /98 | - /99 | - /00 | - /01 | 58 | 1660 | 1023 | 1120 | 300 | 300 | 80 | 0 | (-) - | |||||||
Tiúma | Brazil | W | Tiúma | 6 | - /99 | - /00 | 01/01 | 05/01 | 16 | 290 | ||||||||||||||
Cana Brava | Brazil | H | Tocantins | 2300 | 03/99 | 02/00 | 10/01 | 10/02 | 67 | 510 | 527 | 833 | (1) | (3)* | ogee | (1) | 300 | 300 | 40 | 50 | (S) | |||
Castanhão | Brazil | F I R W | Congonhas | 800 | 10/99 | - /00 | 12/01 | - /02 | 85 | 668 | 890 | 1030 | 300 | 300 | 85 | 0 | (-) - | |||||||
Lajeado (Luis Eduardo Magalhães) | Brazil | H | Tocantins | 4982 | 07/98 | 06/01 | 12/01 | 12/02 | 43 | 2100 | 188 | 210 | 300 | 300 | 30 | 40 | (S) | |||||||
Umari | Brazil | F I R W | do Carmo | 293 | - /98 | - /99 | - /01 | - /01 | 42 | 2308 | 655 | 660 | (12) | 300 | 300 | 70 | 0 | (-) - | ||||||
Funil | Brazil | H | Rio Grande | 285 | - /97 | - /99 | - /01 | 12/02 | 50 | |||||||||||||||
Pedras Altas | Brazil | F I R W | Itapicuru | - /00 | - /00 | - /01 | - /01 | 24 | 1090 | 42 | 60 | 300 | 300 | 34 | 41 | (-) - | ||||||||
Pirapama | Brazil | W | Pirapama | 61 | - /00 | - /00 | - /01 | - /01 | 25 | 300 | 87 | 137 | (1) | 300 | 300 | 72 | 18 | (-) - | ||||||
Estreito | Brazil | F I R W | Curimatá | 24 | - /97 | - /00 | - /01 | 11/02 | 26 | 300 | 12 | 14 | 300 | 300 | 64 | 16 | (N) | |||||||
Camará | Brazil | W | Riachäo | 27 | 05/00 | 09/01 | 06/02 | - /02 | 56 | 296 | V | (1) | 0.80 | (1) | 300 | 300 | 80 | 0 | (-) - | |||||
Carnaúba | Brazil | I W | Quixeré | 26 | - /01 | 02/02 | 11/02 | - /03 | 19 | 700 | 300 | 300 | 100 | 0 | (-) - | |||||||||
Itiquira | Brazil | H | Itiquira | - /00 | - /00 | - /02 | - /02 | 15 | 22 | |||||||||||||||
Rio São Bento | Brazil | H | Rio São Bento | 58 | - /99 | - /00 | - /02 | - /03 | 49 | 461 | V | 0.80 | 0.80 | |||||||||||
Ribeirão Riacho Pasto Velho | Brazil | I W | Pasto Velho | 11 | - /00 | - /01 | - /02 | - /03 | 27 | 0 | ||||||||||||||
Guaporé | Brazil | H | Guaporé | 18 | - /00 | - /01 | - /02 | - /03 | 32 | 152 | 43 | |||||||||||||
Jauru | Brazil | H | Jauru | 20 | - /00 | - /01 | - /02 | - /03 | 51 | |||||||||||||||
Monte Claro | Brazil | H | Das Antas | 23 | 04/02 | - /03 | - /04 | 12/04 | 25 | 180 | 35 | 66 | 75 | |||||||||||
João Leite | Brazil | W | João Leite | 129 | 03/01 | 01/03 | - /04 | - /04 | 55 | 380 | 270 | 290 | 300 | 300 | 80 | 20 | (N) | |||||||
Risoleta Neves (formerly Candonga) | Brazil | H | Doce | 54 | 05/01 | - /03 | - /04 | 05/05 | 53 | 311 | 236 | 248 | 300 | 300 | 40 | 50 | (S) | |||||||
Pindobaçu | Brazil | I W | Itapicuru-aço | 17 | - /01 | - /03 | - /04 | - /05 | 45 | 191 | 75 | 85 | 300 | 300 | 56 | 14 | (N) | |||||||
Bandeira de Melo | Brazil | I W | Paraguaçu | 112 | - /02 | 09/03 | - /04 | - /05 | 19 | 320 | 75 | 85 | (1) | (1)* | (1)* | 300 | 300 | 56 | 14 | (N) | ||||
Santa Clara - Jordão-PR | Brazil | H | Jordåo | 431 | 11/02 | 12/03 | - /04 | 01/05 | 67 | 543 | 530 | 606 | (1) | (1) | (1)* | 300 | 300 | 40 | 50 | (S) | ||||
Barra Grande | Brazil | H | Pelotas | 50000 | - /01 | - /02 | - /05 | - /06 | 85 | 665 | 1 | |||||||||||||
Picada | Brazil | H | 7 | - /02 | - /03 | - /05 | - /06 | 32 | ||||||||||||||||
Cachoeira Grande | Brazil | H | Jaqueira | 5 | - /04 | - /04 | - /05 | - /05 | 16 | 207 | 15 | |||||||||||||
Peixe Angical | Brazil | H | Tocantins | 3 | 04/02 | - /04 | - /05 | 09/06 | 39 | 400 | 500 | 582 | 300 | 300 | 70 | 0 | (-) - | |||||||
São Bernardo | Brazil | H | 2 | - /03 | - /04 | - /05 | - /06 | 20 | 120 | |||||||||||||||
Poço do Magro | Brazil | W | Poço do Magro | 32 | - /03 | - /04 | - /05 | - /06 | 29 | 540 | 58 | 68 | 64 | 16 | (N) | |||||||||
Artur Tavares de Melo | Brazil | I | Itambé | 21 | - /03 | - /04 | - /05 | - /06 | 30 | 306 | 50 | 300 | 300 | 80 | 0 | (-) - | ||||||||
Flor do Sertão | Brazil | W | 05/05 | - /05 | - /06 | 10/06 | 19 | 245 | ||||||||||||||||
Esmeralda | Brazil | H | 1 | - /05 | - /05 | - /06 | - /06 | 19 | 15 | 27 | 64 | 16 | (N) | |||||||||||
Mosquitão | Brazil | H | 19 | - /04 | - /05 | - /06 | - /07 | 32 | 236 | 57 | 76 | |||||||||||||
Fundão | Brazil | H | Jordao | 34 | - /04 | - /05 | - /06 | - /07 | 43 | 445 | 200 | 220 | 300 | 300 | 64 | 16 | (N) | |||||||
Serra Preta | Brazil | W | 5 | - /05 | - /05 | - /07 | - /08 | 34 | 154 | 44 | 51 | V | 0.80 | 0.80 | 80 | 20 | (N) | |||||||
Castro Alves | Brazil | H | Das Antas | 127 | - /05 | - /06 | - /07 | 02/08 | 48 | 350 | 240 | 322 | V | 1.30 | 1.30 | 60 | 15 | (N) | ||||||
Quatorze (XIV) de Julho | Brazil | H | Das Antas | 55 | - /05 | - /06 | - /07 | 10/08 | 37 | 281 | 75 | 212 | V | 1.30 | 1.30 | 75 | 15 | (N) | ||||||
Duas Serras | Brazil | F | Duas Serras | 2 | - /05 | - /06 | - /07 | - /08 | 19 | 113 | 6 | 300 | 300 | |||||||||||
Cotiporã | Brazil | H | Carreiro | - /07 | - /07 | - /07 | - /07 | 16 | 196 | 21 | 41 | |||||||||||||
Plano Alto | Brazil | H | 1 | - /06 | - /07 | - /07 | 02/08 | 38 | 173 | 42 | 78 | V | 0.75 | 0.75 | 72 | 19 | (N) | |||||||
Jararaca | Brazil | H | das Antas | 8 | - /06 | - /07 | - /07 | 04/08 | 25 | 121 | 31 | 61 | 72 | 18 | (N) | |||||||||
Linha Emilia | Brazil | H | Carreiro | 12 | - /06 | - /07 | - /07 | - /08 | 30 | 205 | 35 | 54 | ||||||||||||
Ilha | Brazil | H | Da Prata | - /06 | - /07 | - /07 | - /08 | 41 | 46 | 76 | 80 | 20 | (N) | |||||||||||
Santa Laura | Brazil | H | Chapecozinho | 19 | - /06 | - /06 | - /08 | - /08 | 27 | 24 | 42 | |||||||||||||
Santa Rosa II | Brazil | H | Grande | 7 | - /06 | - /06 | - /08 | - /08 | 31 | |||||||||||||||
Cachoeirão | Brazil | H | Manhuaçu | - /07 | - /07 | - /08 | - /08 | 23 | 90 | |||||||||||||||
São Simão | Brazil | H | Itapemirim | 11 | - /06 | - /07 | - /08 | 02/09 | 56 | 187 | 92 | 115 | ||||||||||||
Angelina (formerly Portobello - Corredeira do Encano) | Brazil | H | Tijucas | - /07 | - /07 | - /08 | 03/09 | 45 | 178 | |||||||||||||||
Engenheiro Henrique Kotzian | Brazil | H | Ivaí | 9 | - /06 | - /07 | - /08 | 04/09 | 34 | 107 | 58 | 76 | ||||||||||||
Pedra do Garrafão | Brazil | H | Itabapoana | - /07 | - /07 | - /08 | 05/09 | 15 | 110 | |||||||||||||||
Goiandira | Brazil | H | Verissimo | 76 | 08/07 | - /07 | - /08 | 05/09 | 44 | 341 | V | 0.75 | 0.75 | |||||||||||
Rodeio Bonito | Brazil | H | Irani | 9 | - /06 | - /07 | - /08 | 01/10 | 32 | 223 | 59 | V | 0.85 | 0.85 | ||||||||||
Engenheiro Ernesto Jorge Dreher | Brazil | H | Ivaí | 4 | - /07 | - /08 | - /08 | 04/09 | 23 | 220 | 29 | 35 | 68 | 17 | (N) | |||||||||
Salto-RS | Brazil | H | - /07 | - /07 | - /09 | - /09 | 42 | |||||||||||||||||
Cristalandia | Brazil | W | de Contas | 13 | - /05 | - /07 | - /09 | - /10 | 18 | 337 | 61 | 68 | ||||||||||||
São Pedro | Brazil | H | Jacu Braço Norte | 2 | - /06 | - /07 | - /09 | - /10 | 30 | 140 | 22 | 35 | ||||||||||||
Criúva | Brazil | H | Lajeado Grange | 7 | - /08 | - /08 | - /09 | 12/09 | 25 | 246 | 80 | 95 | 72 | 18 | (N) | |||||||||
Areia Branca | Brazil | H | Manhuaçu | - /08 | - /08 | - /09 | - /09 | 28 | 257 | |||||||||||||||
Palanquinho | Brazil | H | Lajeado Grande | 6 | - /07 | - /08 | - /09 | 01/10 | 32 | 137 | 89 | 103 | 72 | 18 | (N) | |||||||||
Mulungu do Morro | Brazil | I W | Tijuco | 2 | - /07 | - /08 | - /09 | 03/10 | 16 | 156 | 13 | |||||||||||||
Poço Marrua | Brazil | I W | Parnaiba | 293 | - /07 | - /08 | - /09 | - /10 | 48 | 870 | 293 | 306 | ||||||||||||
Barra do Coqueiros | Brazil | H W | Claro | 1 | 08/07 | - /08 | - /09 | 07/10 | 60 | 1670 | 172 | 282 | ||||||||||||
Serra do Facão | Brazil | H | Sao Marcos | 5199 | 02/07 | - /08 | - /09 | 10/10 | 92 | 326 | 610 | 742 | 300 | 300 | 72 | 18 | (N) | |||||||
São José | Brazil | H | Carreiro | - /07 | - /08 | - /09 | - /10 | 30 | ||||||||||||||||
Passo do Meio | Brazil | H | das Antas | 27 | - /07 | - /08 | - /09 | - /10 | 31 | 110 | ||||||||||||||
Caçu | Brazil | H | Claro | - /07 | - /08 | - /09 | - /10 | 40 | ||||||||||||||||
Santa Clara Almorés-MG | Brazil | H | Mucuri | 151 | - /07 | - /08 | - /09 | - /10 | 72 | 242 | 520 | 600 | 300 | 300 | 0 | |||||||||
Arvoredo | Brazil | H | Irani | 12 | - /08 | - /09 | - /09 | 04/10 | 39 | 250 | 53 | 81 | V | 0.75 | 0.75 | 80 | 20 | (N) | ||||||
Gasparino | Brazil | W | - /07 | - /08 | - /10 | 10/10 | 28 | 1000 | 130 | |||||||||||||||
Rondon II | Brazil | H | 478 | - /07 | - /08 | - /10 | - /11 | 19 | ||||||||||||||||
Figueirópolis | Brazil | H | Jauru | 35 | - /08 | - /09 | - /10 | 12/10 | 16 | 170 | V | 0.43 | 0.75 | |||||||||||
Pipoca | Brazil | H | Santo Antonio | 8 | - /08 | - /09 | - /10 | - /11 | 26 | |||||||||||||||
Ibirama | Brazil | H | 1 | - /09 | - /09 | - /10 | - /10 | 15 | 145 | |||||||||||||||
Ninho da Águia | Brazil | H | Santo Antônio | 1 | - /09 | - /09 | - /10 | - /10 | 15 | 94 | 14 | V | 0.75 | 0.75 | ||||||||||
Caju | Brazil | H | Rio Grande | 10 | - /09 | - /09 | - /10 | 03/11 | 38 | 220 | 66 | 82 | ||||||||||||
Lavrinha | Brazil | H | Paraiba do Sul | 12/07 | - /09 | - /10 | - /11 | 28 | 85 | |||||||||||||||
Ingazeira (formerly San Antonio) | Brazil | W | Pajeú | 49 | - /08 | - /09 | - /10 | - /11 | 26 | 566 | 64 | 92 | ||||||||||||
São Gonçalo (formerly Santa Bárbara) | Brazil | H | Santa Bárbara | 6 | - /08 | - /09 | - /10 | - /11 | 28 | 154 | 14 | 26 | V | 0.75 | 0.75 | 68 | 17 | (N) | ||||||
Corrente Grande | Brazil | H | Corrente Grande | 12 | - /10 | - /10 | - /10 | - /10 | 20 | 110 | V | 0.75 | 0.75 | |||||||||||
Marco Balbo | Brazil | H | - /10 | - /10 | - /10 | - /10 | 30 | 42 | 73 | |||||||||||||||
Gov. Jayme Canet Junior (formerly Antiga Mauá) | Brazil | H | Tibagi | 2 | - /09 | 01/10 | 05/11 | - /12 | 85 | 745 | 633 | 753 | V | (2) | 0.80 | (10) | 300 | 2400 | 60 | 15 | (N) | |||
Boa Sorte | Brazil | H | Tijucas | 18 | - /07 | - /09 | - /11 | - /12 | 26 | |||||||||||||||
Anta (with Simplicio) | Brazil | H | Paraiba do Sul | 114 | - /09 | - /10 | - /11 | 12/11 | 30 | 270 | 44 | 55 | ||||||||||||
Moínho | Brazil | H | Bernado Jose | 1 | - /09 | - /10 | - /11 | - /11 | 22 | 9 | 25 | 68 | 17 | (N) | ||||||||||
Autódromo | Brazil | H | Carreiro | 4 | - /10 | - /10 | - /11 | - /11 | 23 | 200 | 21 | 47 | 67 | 17 | (N) | |||||||||
Boa Fé | Brazil | H | Carrero | - /10 | - /10 | - /11 | - /11 | 26 | 198 | 32 | 58 | |||||||||||||
Santo Antonio | Brazil | H | Rio Grande | 17 | - /09 | - /10 | - /11 | 02/12 | 44 | 285 | 81 | 105 | ||||||||||||
Dr Victor Baptista Adami (formerly Passos Maia) | Brazil | H | Chapecó | 14 | - /09 | - /10 | - /11 | 09/12 | 34 | 66 | 72 | 18 | (N) | |||||||||||
São Sebastião do Alto | Brazil | H | Rio Grande | 44 | - /09 | - /10 | - /11 | - /12 | 40 | 200 | 51 | 75 | ||||||||||||
Ouro | Brazil | H | - /10 | - /10 | - /12 | - /12 | 16 | |||||||||||||||||
Marrecas | Brazil | W | Marrecas | 33 | 03/10 | - /11 | - /12 | 12/12 | 35 | 430 | ||||||||||||||
Água Limpa | Brazil | H | Palmeiras | 10 | - /11 | - /11 | - /12 | - /12 | 38 | 65 | 42 | |||||||||||||
Retiro | Brazil | Sapucai | 18 | - /10 | - /11 | - /12 | 07/13 | 15 | 482 | |||||||||||||||
Garibaldi | Brazil | H | Cerro Negro | 296 | - /10 | - /11 | - /12 | 09/13 | 42 | 517 | 264 | 382 | ||||||||||||
Mamoeiro | Brazil | W | 21 | - /10 | - /11 | - /12 | - /13 | 15 | ||||||||||||||||
Ivan Botelho I (fomerly Ponte) | Brazil | H | Pomba | 17 | - /10 | - /11 | - /12 | - /13 | 32 | |||||||||||||||
Pezzi | Brazil | H | das Antas | 24 | - /11 | - /12 | - /12 | - /13 | 42 | 44 | 80 | 76 | 19 | (N) | ||||||||||
Serra dos Cavalinhos II | Brazil | H | das Antas | 24 | - /11 | - /12 | - /12 | - /13 | 42 | 123 | 33 | 80 | 72 | 18 | (N) | |||||||||
Rastro de Auto | Brazil | H | Forqueta | - /11 | - /11 | - /13 | - /13 | 23 | 190 | |||||||||||||||
João Borges | Brazil | H | Caneiras | - /12 | - /12 | - /13 | 11/13 | 24 | 273 | |||||||||||||||
Barra do Rio Chapéu | Brazil | H W | Braço do Norte | 21 | - /12 | - /12 | - /13 | - /13 | 21 | |||||||||||||||
Rondinha | Brazil | H | - /12 | - /12 | - /14 | - /14 | 20 | |||||||||||||||||
Serro Azul | Brazil | W | 303 | - /12 | - /13 | - /14 | - /15 | 66 | 1015 | |||||||||||||||
Teles Pires | Brazil | H | Teles Pires | 1 | 07/11 | - /13 | - /15 | 09/16 | 67 | 360 | 500 | 1020 | ||||||||||||
Igarapeba | Brazil | W | Una | 69 | - /13 | - /14 | - /15 | - /16 | 61 | |||||||||||||||
Jubinha I | Brazil | H | Jubinha | 480 | - /15 | - /15 | - /15 | - /15 | 21 | 1540 | ||||||||||||||
Juba IV | Brazil | H | Juba | 7 | - /15 | - /15 | - /15 | - /15 | 26 | 570 | ||||||||||||||
Belo Monte | Brazil | H | Xingu | 5 | - /11 | - /13 | - /16 | - /20 | 74 | 680 | 63 | 2208 | V | 1.20 | separate | |||||||||
Cacimba Nova | Brazil | I W | 3 | - /13 | - /14 | - /16 | - /16 | 18 | 196 | 52 | ||||||||||||||
Sinop | Brazil | H | Teles Pires | - /14 | - /15 | - /17 | - /19 | 17 | ||||||||||||||||
São Roque | Brazil | H | Canoas | - /12 | - /14 | - /18 | - /19 | 68 | 151 | 100 | 583 | V | 0.75 | 0.75 | ||||||||||
Colonia | Brazil | W | Colonia | 62 | 09/15 | - /17 | - /18 | 09/18 | 21 | 195 | 30 | 34 | ||||||||||||
Itaocara | Brazil | H | Paraiba do Sul | 1700 | 01/16 | - /17 | - /18 | - /19 | 50 | |||||||||||||||
Panelas II | Brazil | W | 23 | - /16 | - /17 | 06/19 | - /20 | 55 | ||||||||||||||||
Taquarembó | Brazil | W | Taquarembó | 05/08 | - /10 | - /19 | - /20 | 33 | 330 | |||||||||||||||
Negreiros | Brazil | W | - /17 | - /18 | - /19 | - /20 | 35 | 249 | 56 | |||||||||||||||
Miguillas | Brazil | - /17 | - /19 | - /20 | - /21 | 35 |
← Scroll the table horizontally to view its entire width →
Search again
Please note: only dams ≥ 15m which have been completed, are under construction, or due to begin RCC placement in the current year are included in the list below.
Results are sorted in the following order: Finish of RCC, Start of RCC, Finish of Project, Start of Project, Height and alphabetical by Dam Name.
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation / Water Supply
River: Gravata
Reservoir capacity: 97 m3x106
Construction Dates
Start of Project: 07/85
Start of RCC: 07/85
End of RCC: 10/86
End of Project: 06/87
Specifications
Height: 56 metres
Length: 230 metres
Volume of RCC: 132 m3x103
Total volume: 143 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
separate |
Placement
Layers (mm) | Lifts (mm) |
---|---|
400 | 400 |
Cementitious material
Cement (kg/m3) |
---|
55 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
15 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation
River: Caraibas
Reservoir capacity: 10 m3x106
Construction Dates
Start of Project: 04/90
Start of RCC: 04/90
End of RCC: 09/90
End of Project: 02/91
Specifications
Height: 26 metres
Length: 160 metres
Volume of RCC: 18 m3x103
Total volume: 22 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.10 | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
70 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
20 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation / Recreation / Water Supply
River: Gameleiras
Reservoir capacity: 145 m3x106
Construction Dates
Start of Project: 07/90
Start of RCC: 07/90
End of RCC: 04/91
End of Project: 05/91
Specifications
Height: 29 metres
Length: 150 metres
Volume of RCC: 27 m3x103
Total volume: 29 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
400 | 400 |
Cementitious material
Cement (kg/m3) |
---|
52 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
13 | No pozzolan used - |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Taperobá
Reservoir capacity: 76 m3x106
Construction Dates
Start of Project: 12/91
Start of RCC: 12/91
End of RCC: -/93
End of Project: -/94
Specifications
Height: 34 metres
Length: 296 metres
Volume of RCC: 69 m3x103
Total volume: 89 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
64 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
16 | No pozzolan used - |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Picuí
Reservoir capacity: 21 m3x106
Construction Dates
Start of Project: 10/93
Start of RCC: 10/93
End of RCC: 10/94
End of Project: -/95
Specifications
Height: 31 metres
Length: 135 metres
Volume of RCC: 27 m3x103
Total volume: 28 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
56 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
14 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Cova da Mandioca
Reservoir capacity: 126 m3x106
Construction Dates
Start of Project: 01/93
Start of RCC: 01/93
End of RCC: 12/94
End of Project: 12/94
Specifications
Height: 26 metres
Length: 360 metres
Volume of RCC: 75 m3x103
Total volume: 79 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.75 | RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
400 | 400 |
Cementitious material
Cement (kg/m3) |
---|
64 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
16 | No pozzolan used - |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Da Prata
Reservoir capacity: 42 m3x106
Construction Dates
Start of Project: -/92
Start of RCC: -/92
End of RCC: 12/94
End of Project: -/95
Specifications
Height: 26 metres
Length: 405 metres
Volume of RCC: 61 m3x103
Total volume: 75 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
[stepped face] |
Spillway
Slope | Type |
---|---|
[stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Saõ Gonçalo
Reservoir capacity: 69 m3x106
Construction Dates
Start of Project: 07/93
Start of RCC: 07/93
End of RCC: 05/95
End of Project: -/96
Specifications
Height: 51 metres
Length: 116 metres
Volume of RCC: 87 m3x103
Total volume: 93 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.10 | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | RCC against precast concrete blocks [stepped face] |
Spillway
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
64 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
16 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation / Water Supply
River: Paraíba
Reservoir capacity: 247 m3x106
Construction Dates
Start of Project: -/93
Start of RCC: -/93
End of RCC: -/95
End of Project: -/95
Specifications
Height: 79 metres
Length: 674 metres
Volume of RCC: 674 m3x103
Total volume: 734 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
64 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
16 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Juba
Reservoir capacity: -
Construction Dates
Start of Project: -/93
Start of RCC: -/93
End of RCC: -/95
End of Project: -/96
Specifications
Height: 21 metres
Length: 238 metres
Volume of RCC: 96 m3x103
Total volume: 113 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
60 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
15 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Juba
Reservoir capacity: -
Construction Dates
Start of Project: -/93
Start of RCC: -/93
End of RCC: -/95
End of Project: -/96
Specifications
Height: 21 metres
Length: 238 metres
Volume of RCC: 105 m3x103
Total volume: 113 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
60 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
15 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Recreation / Water Supply
River: Seridó
Reservoir capacity: 50 m3x106
Construction Dates
Start of Project: -/93
Start of RCC: -/93
End of RCC: -/95
End of Project: -/96
Specifications
Height: 26 metres
Length: 458 metres
Volume of RCC: 27 m3x103
Total volume: 28 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
64 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
16 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Jordão
Reservoir capacity: 110 m3x106
Construction Dates
Start of Project: 05/94
Start of RCC: 05/94
End of RCC: 02/96
End of Project: 09/96
Specifications
Height: 95 metres
Length: 550 metres
Volume of RCC: 570 m3x103
Total volume: 647 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.74 | RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.74 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
400 | 400 |
Cementitious material
Cement (kg/m3) |
---|
60 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
15 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Jordão
Reservoir capacity: 110 m3x106
Construction Dates
Start of Project: 05/94
Start of RCC: 05/94
End of RCC: -/96
End of Project: 12/97
Specifications
Height: 66 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Do Peixe
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: 02/96
Start of RCC: 02/96
End of RCC: 12/97
End of Project: -/98
Specifications
Height: 32 metres
Length: 300 metres
Volume of RCC: 20 m3x103
Total volume: 34 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
120 |
90 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
0 |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: -
Reservoir capacity: 129 m3x106
Construction Dates
Start of Project: -/86
Start of RCC: -/86
End of RCC: -/97
End of Project: -/97
Specifications
Height: 47 metres
Length: -
Volume of RCC: -
Total volume: 129 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Ipojuca (Gravata)
Reservoir capacity: 37 m3x106
Construction Dates
Start of Project: 05/95
Start of RCC: 05/95
End of RCC: -/97
End of Project: -/98
Specifications
Height: 56 metres
Length: 380 metres
Volume of RCC: 113 m3x103
Total volume: 125 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
64 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
16 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Iguaçu
Reservoir capacity: 4 m3x106
Construction Dates
Start of Project: 02/95
Start of RCC: 02/95
End of RCC: 07/98
End of Project: 12/98
Specifications
Height: 67 metres
Length: 1083 metres
Volume of RCC: 912 m3x103
Total volume: 1438 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Reinforced concrete cast against precast units or slip-formed facing elements |
Downstream
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.75 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
20 | Low-lime flyash (ASTM Class F) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Ibicui-Mirim
Reservoir capacity: 24 m3x106
Construction Dates
Start of Project: 07/97
Start of RCC: 07/97
End of RCC: 07/98
End of Project: 11/98
Specifications
Height: 37 metres
Length: 675 metres
Volume of RCC: 69 m3x103
Total volume: 95 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Reinforced concrete cast against precast units or slip-formed facing elements |
Downstream
Slope | Type |
---|---|
Reinforced conventional concrete cast after RCC placement [stepped face] |
Spillway
Slope | Type |
---|---|
Reinforced conventional concrete cast after RCC placement [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
90 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
30 | Low-lime flyash (ASTM Class F) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation / Recreation / Water Supply
River: Capiibaribe
Reservoir capacity: 327 m3x106
Construction Dates
Start of Project: 07/96
Start of RCC: 07/96
End of RCC: 10/98
End of Project: -/99
Specifications
Height: 63 metres
Length: 442 metres
Volume of RCC: 442 m3x103
Total volume: 470 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Reinforced conventional concrete cast after RCC placement |
Downstream
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
64 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
16 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Arroio Burati
Reservoir capacity: 6 m3x106
Construction Dates
Start of Project: -/98
Start of RCC: -/98
End of RCC: 07/99
End of Project: -/00
Specifications
Height: 29 metres
Length: 219 metres
Volume of RCC: 80 m3x103
Total volume: 115 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Reinforced concrete cast against precast units or slip-formed facing elements |
Downstream
Slope | Type |
---|---|
Reinforced conventional concrete cast after RCC placement [stepped face] |
Spillway
Slope | Type |
---|---|
Reinforced conventional concrete cast after RCC placement [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
72 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
18 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Itabapoana
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: 04/98
Start of RCC: 04/98
End of RCC: 09/99
End of Project: -/00
Specifications
Height: 37 metres
Length: 212 metres
Volume of RCC: 45 m3x103
Total volume: 75 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
45 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
55 | Ground-granulated blast-furnace slag |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Itapicuru-açu
Reservoir capacity: 39 m3x106
Construction Dates
Start of Project: 05/98
Start of RCC: 05/98
End of RCC: 12/99
End of Project: 02/00
Specifications
Height: 26 metres
Length: 266 metres
Volume of RCC: 90 m3x103
Total volume: 105 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
72 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
18 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Piracicaba
Reservoir capacity: 12 m3x106
Construction Dates
Start of Project: -/97
Start of RCC: -/97
End of RCC: -/99
End of Project: -/00
Specifications
Height: 41 metres
Length: 499 metres
Volume of RCC: 85 m3x103
Total volume: 102 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
20 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Tocantins
Reservoir capacity: 45800 m3x106
Construction Dates
Start of Project: 06/98
Start of RCC: 06/98
End of RCC: 09/00
End of Project: 10/05
Specifications
Height: 78 metres
Length: 1541 metres
Volume of RCC: 288 m3x103
Total volume: 1383 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
RCC against formwork |
Downstream
Slope | Type |
---|---|
RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
separate |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
70 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
30 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Jacuí
Reservoir capacity: 63 m3x106
Construction Dates
Start of Project: 08/98
Start of RCC: 08/98
End of RCC: 10/00
End of Project: 12/00
Specifications
Height: 63 metres
Length: 670 metres
Volume of RCC: 485 m3x103
Total volume: 503 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.75 | RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
72 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
18 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation / Recreation / Water Supply
River: Apodi
Reservoir capacity: 600 m3x106
Construction Dates
Start of Project: -/98
Start of RCC: -/98
End of RCC: -/00
End of Project: -/01
Specifications
Height: 58 metres
Length: 1660 metres
Volume of RCC: 1023 m3x103
Total volume: 1120 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Tiúma
Reservoir capacity: 6 m3x106
Construction Dates
Start of Project: -/99
Start of RCC: -/99
End of RCC: 01/01
End of Project: 05/01
Specifications
Height: 16 metres
Length: 290 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Tocantins
Reservoir capacity: 2300 m3x106
Construction Dates
Start of Project: 03/99
Start of RCC: 03/99
End of RCC: 10/01
End of Project: 10/02
Specifications
Height: 67 metres
Length: 510 metres
Volume of RCC: 527 m3x103
Total volume: 833 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
ogee | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
40 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
50 | Ground-granulated blast-furnace slag |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation / Recreation / Water Supply
River: Congonhas
Reservoir capacity: 800 m3x106
Construction Dates
Start of Project: 10/99
Start of RCC: 10/99
End of RCC: 12/01
End of Project: -/02
Specifications
Height: 85 metres
Length: 668 metres
Volume of RCC: 890 m3x103
Total volume: 1030 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
85 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Tocantins
Reservoir capacity: 4982 m3x106
Construction Dates
Start of Project: 07/98
Start of RCC: 07/98
End of RCC: 12/01
End of Project: 12/02
Specifications
Height: 43 metres
Length: 2100 metres
Volume of RCC: 188 m3x103
Total volume: 210 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
30 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
40 | Ground-granulated blast-furnace slag |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation / Recreation / Water Supply
River: do Carmo
Reservoir capacity: 293 m3x106
Construction Dates
Start of Project: -/98
Start of RCC: -/98
End of RCC: -/01
End of Project: -/01
Specifications
Height: 42 metres
Length: 2308 metres
Volume of RCC: 655 m3x103
Total volume: 660 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Reinforced conventional concrete cast after RCC placement |
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
70 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Rio Grande
Reservoir capacity: 285 m3x106
Construction Dates
Start of Project: -/97
Start of RCC: -/97
End of RCC: -/01
End of Project: 12/02
Specifications
Height: 50 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation / Recreation / Water Supply
River: Itapicuru
Reservoir capacity: -
Construction Dates
Start of Project: -/00
Start of RCC: -/00
End of RCC: -/01
End of Project: -/01
Specifications
Height: 24 metres
Length: 1090 metres
Volume of RCC: 42 m3x103
Total volume: 60 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
34 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
41 | No pozzolan used - |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Pirapama
Reservoir capacity: 61 m3x106
Construction Dates
Start of Project: -/00
Start of RCC: -/00
End of RCC: -/01
End of Project: -/01
Specifications
Height: 25 metres
Length: 300 metres
Volume of RCC: 87 m3x103
Total volume: 137 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
72 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
18 | No pozzolan used - |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation / Recreation / Water Supply
River: Curimatá
Reservoir capacity: 24 m3x106
Construction Dates
Start of Project: -/97
Start of RCC: -/97
End of RCC: -/01
End of Project: 11/02
Specifications
Height: 26 metres
Length: 300 metres
Volume of RCC: 12 m3x103
Total volume: 14 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
64 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
16 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Riachäo
Reservoir capacity: 27 m3x106
Construction Dates
Start of Project: 05/00
Start of RCC: 05/00
End of RCC: 06/02
End of Project: -/02
Specifications
Height: 56 metres
Length: 296 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Quixeré
Reservoir capacity: 26 m3x106
Construction Dates
Start of Project: -/01
Start of RCC: -/01
End of RCC: 11/02
End of Project: -/03
Specifications
Height: 19 metres
Length: 700 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
[stepped face] |
Spillway
Slope | Type |
---|---|
[stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
100 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Itiquira
Reservoir capacity: -
Construction Dates
Start of Project: -/00
Start of RCC: -/00
End of RCC: -/02
End of Project: -/02
Specifications
Height: 15 metres
Length: -
Volume of RCC: 22 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Rio São Bento
Reservoir capacity: 58 m3x106
Construction Dates
Start of Project: -/99
Start of RCC: -/99
End of RCC: -/02
End of Project: -/03
Specifications
Height: 49 metres
Length: 461 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical |
Downstream
Slope | Type |
---|---|
0.80 |
Spillway
Slope | Type |
---|---|
0.80 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Pasto Velho
Reservoir capacity: 11 m3x106
Construction Dates
Start of Project: -/00
Start of RCC: -/00
End of RCC: -/02
End of Project: -/03
Specifications
Height: 27 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Guaporé
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: -/00
Start of RCC: -/00
End of RCC: -/02
End of Project: -/03
Specifications
Height: 32 metres
Length: 152 metres
Volume of RCC: -
Total volume: 43 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Jauru
Reservoir capacity: 20 m3x106
Construction Dates
Start of Project: -/00
Start of RCC: -/00
End of RCC: -/02
End of Project: -/03
Specifications
Height: 51 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Das Antas
Reservoir capacity: 23 m3x106
Construction Dates
Start of Project: 04/02
Start of RCC: 04/02
End of RCC: -/04
End of Project: 12/04
Specifications
Height: 25 metres
Length: 180 metres
Volume of RCC: 35 m3x103
Total volume: 66 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
75 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: João Leite
Reservoir capacity: 129 m3x106
Construction Dates
Start of Project: 03/01
Start of RCC: 03/01
End of RCC: -/04
End of Project: -/04
Specifications
Height: 55 metres
Length: 380 metres
Volume of RCC: 270 m3x103
Total volume: 290 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
20 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Doce
Reservoir capacity: 54 m3x106
Construction Dates
Start of Project: 05/01
Start of RCC: 05/01
End of RCC: -/04
End of Project: 05/05
Specifications
Height: 53 metres
Length: 311 metres
Volume of RCC: 236 m3x103
Total volume: 248 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
40 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
50 | Ground-granulated blast-furnace slag |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Itapicuru-aço
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: -/01
Start of RCC: -/01
End of RCC: -/04
End of Project: -/05
Specifications
Height: 45 metres
Length: 191 metres
Volume of RCC: 75 m3x103
Total volume: 85 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
56 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
14 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Paraguaçu
Reservoir capacity: 112 m3x106
Construction Dates
Start of Project: -/02
Start of RCC: -/02
End of RCC: -/04
End of Project: -/05
Specifications
Height: 19 metres
Length: 320 metres
Volume of RCC: 75 m3x103
Total volume: 85 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
56 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
14 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Jordåo
Reservoir capacity: 431 m3x106
Construction Dates
Start of Project: 11/02
Start of RCC: 11/02
End of RCC: -/04
End of Project: 01/05
Specifications
Height: 67 metres
Length: 543 metres
Volume of RCC: 530 m3x103
Total volume: 606 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
40 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
50 | Ground-granulated blast-furnace slag |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Pelotas
Reservoir capacity: 50000 m3x106
Construction Dates
Start of Project: -/01
Start of RCC: -/01
End of RCC: -/05
End of Project: -/06
Specifications
Height: 85 metres
Length: 665 metres
Volume of RCC: 1 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: -
Reservoir capacity: 7 m3x106
Construction Dates
Start of Project: -/02
Start of RCC: -/02
End of RCC: -/05
End of Project: -/06
Specifications
Height: 32 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Jaqueira
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: -/04
Start of RCC: -/04
End of RCC: -/05
End of Project: -/05
Specifications
Height: 16 metres
Length: 207 metres
Volume of RCC: 15 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Tocantins
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 04/02
Start of RCC: 04/02
End of RCC: -/05
End of Project: 09/06
Specifications
Height: 39 metres
Length: 400 metres
Volume of RCC: 500 m3x103
Total volume: 582 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
70 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: -
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: -/03
Start of RCC: -/03
End of RCC: -/05
End of Project: -/06
Specifications
Height: 20 metres
Length: 120 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Poço do Magro
Reservoir capacity: 32 m3x106
Construction Dates
Start of Project: -/03
Start of RCC: -/03
End of RCC: -/05
End of Project: -/06
Specifications
Height: 29 metres
Length: 540 metres
Volume of RCC: 58 m3x103
Total volume: 68 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
64 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
16 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Itambé
Reservoir capacity: 21 m3x106
Construction Dates
Start of Project: -/03
Start of RCC: -/03
End of RCC: -/05
End of Project: -/06
Specifications
Height: 30 metres
Length: 306 metres
Volume of RCC: 50 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
[stepped face] |
Spillway
Slope | Type |
---|---|
[stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: -
Reservoir capacity: -
Construction Dates
Start of Project: 05/05
Start of RCC: 05/05
End of RCC: -/06
End of Project: 10/06
Specifications
Height: 19 metres
Length: 245 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/06
End of Project: -/06
Specifications
Height: 19 metres
Length: -
Volume of RCC: 15 m3x103
Total volume: 27 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
64 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
16 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: -
Reservoir capacity: 19 m3x106
Construction Dates
Start of Project: -/04
Start of RCC: -/04
End of RCC: -/06
End of Project: -/07
Specifications
Height: 32 metres
Length: 236 metres
Volume of RCC: 57 m3x103
Total volume: 76 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Jordao
Reservoir capacity: 34 m3x106
Construction Dates
Start of Project: -/04
Start of RCC: -/04
End of RCC: -/06
End of Project: -/07
Specifications
Height: 43 metres
Length: 445 metres
Volume of RCC: 200 m3x103
Total volume: 220 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
64 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
16 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: -
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/07
End of Project: -/08
Specifications
Height: 34 metres
Length: 154 metres
Volume of RCC: 44 m3x103
Total volume: 51 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical |
Downstream
Slope | Type |
---|---|
0.80 |
Spillway
Slope | Type |
---|---|
0.80 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
20 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Das Antas
Reservoir capacity: 127 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/07
End of Project: 02/08
Specifications
Height: 48 metres
Length: 350 metres
Volume of RCC: 240 m3x103
Total volume: 322 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical |
Downstream
Slope | Type |
---|---|
1.30 |
Spillway
Slope | Type |
---|---|
1.30 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
60 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
15 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Das Antas
Reservoir capacity: 55 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/07
End of Project: 10/08
Specifications
Height: 37 metres
Length: 281 metres
Volume of RCC: 75 m3x103
Total volume: 212 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical |
Downstream
Slope | Type |
---|---|
1.30 |
Spillway
Slope | Type |
---|---|
1.30 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
75 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
15 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: Duas Serras
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/07
End of Project: -/08
Specifications
Height: 19 metres
Length: 113 metres
Volume of RCC: 6 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Carreiro
Reservoir capacity: -
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/07
End of Project: -/07
Specifications
Height: 16 metres
Length: 196 metres
Volume of RCC: 21 m3x103
Total volume: 41 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/07
End of Project: 02/08
Specifications
Height: 38 metres
Length: 173 metres
Volume of RCC: 42 m3x103
Total volume: 78 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical |
Downstream
Slope | Type |
---|---|
0.75 |
Spillway
Slope | Type |
---|---|
0.75 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
72 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
19 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: das Antas
Reservoir capacity: 8 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/07
End of Project: 04/08
Specifications
Height: 25 metres
Length: 121 metres
Volume of RCC: 31 m3x103
Total volume: 61 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
72 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
18 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Carreiro
Reservoir capacity: 12 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/07
End of Project: -/08
Specifications
Height: 30 metres
Length: 205 metres
Volume of RCC: 35 m3x103
Total volume: 54 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Da Prata
Reservoir capacity: -
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/07
End of Project: -/08
Specifications
Height: 41 metres
Length: -
Volume of RCC: 46 m3x103
Total volume: 76 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
20 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Chapecozinho
Reservoir capacity: 19 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/08
End of Project: -/08
Specifications
Height: 27 metres
Length: -
Volume of RCC: 24 m3x103
Total volume: 42 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Grande
Reservoir capacity: 7 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/08
End of Project: -/08
Specifications
Height: 31 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Manhuaçu
Reservoir capacity: -
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/08
End of Project: -/08
Specifications
Height: 23 metres
Length: 90 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Itapemirim
Reservoir capacity: 11 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/08
End of Project: 02/09
Specifications
Height: 56 metres
Length: 187 metres
Volume of RCC: 92 m3x103
Total volume: 115 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Tijucas
Reservoir capacity: -
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/08
End of Project: 03/09
Specifications
Height: 45 metres
Length: 178 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Ivaí
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/08
End of Project: 04/09
Specifications
Height: 34 metres
Length: 107 metres
Volume of RCC: 58 m3x103
Total volume: 76 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Itabapoana
Reservoir capacity: -
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/08
End of Project: 05/09
Specifications
Height: 15 metres
Length: 110 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Verissimo
Reservoir capacity: 76 m3x106
Construction Dates
Start of Project: 08/07
Start of RCC: 08/07
End of RCC: -/08
End of Project: 05/09
Specifications
Height: 44 metres
Length: 341 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical |
Downstream
Slope | Type |
---|---|
0.75 |
Spillway
Slope | Type |
---|---|
0.75 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Irani
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/08
End of Project: 01/10
Specifications
Height: 32 metres
Length: 223 metres
Volume of RCC: -
Total volume: 59 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical |
Downstream
Slope | Type |
---|---|
0.85 |
Spillway
Slope | Type |
---|---|
0.85 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Ivaí
Reservoir capacity: 4 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/08
End of Project: 04/09
Specifications
Height: 23 metres
Length: 220 metres
Volume of RCC: 29 m3x103
Total volume: 35 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
68 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
17 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: -
Reservoir capacity: -
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/09
End of Project: -/09
Specifications
Height: 42 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: de Contas
Reservoir capacity: 13 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/09
End of Project: -/10
Specifications
Height: 18 metres
Length: 337 metres
Volume of RCC: 61 m3x103
Total volume: 68 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Jacu Braço Norte
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/09
End of Project: -/10
Specifications
Height: 30 metres
Length: 140 metres
Volume of RCC: 22 m3x103
Total volume: 35 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Lajeado Grange
Reservoir capacity: 7 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/09
End of Project: 12/09
Specifications
Height: 25 metres
Length: 246 metres
Volume of RCC: 80 m3x103
Total volume: 95 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
72 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
18 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Manhuaçu
Reservoir capacity: -
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/09
End of Project: -/09
Specifications
Height: 28 metres
Length: 257 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Lajeado Grande
Reservoir capacity: 6 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/09
End of Project: 01/10
Specifications
Height: 32 metres
Length: 137 metres
Volume of RCC: 89 m3x103
Total volume: 103 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
72 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
18 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Tijuco
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/09
End of Project: 03/10
Specifications
Height: 16 metres
Length: 156 metres
Volume of RCC: 13 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Parnaiba
Reservoir capacity: 293 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/09
End of Project: -/10
Specifications
Height: 48 metres
Length: 870 metres
Volume of RCC: 293 m3x103
Total volume: 306 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower / Water Supply
River: Claro
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 08/07
Start of RCC: 08/07
End of RCC: -/09
End of Project: 07/10
Specifications
Height: 60 metres
Length: 1670 metres
Volume of RCC: 172 m3x103
Total volume: 282 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Sao Marcos
Reservoir capacity: 5199 m3x106
Construction Dates
Start of Project: 02/07
Start of RCC: 02/07
End of RCC: -/09
End of Project: 10/10
Specifications
Height: 92 metres
Length: 326 metres
Volume of RCC: 610 m3x103
Total volume: 742 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
72 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
18 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Carreiro
Reservoir capacity: -
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/09
End of Project: -/10
Specifications
Height: 30 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: das Antas
Reservoir capacity: 27 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/09
End of Project: -/10
Specifications
Height: 31 metres
Length: 110 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Claro
Reservoir capacity: -
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/09
End of Project: -/10
Specifications
Height: 40 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Mucuri
Reservoir capacity: 151 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/09
End of Project: -/10
Specifications
Height: 72 metres
Length: 242 metres
Volume of RCC: 520 m3x103
Total volume: 600 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Irani
Reservoir capacity: 12 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/09
End of Project: 04/10
Specifications
Height: 39 metres
Length: 250 metres
Volume of RCC: 53 m3x103
Total volume: 81 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical |
Downstream
Slope | Type |
---|---|
0.75 |
Spillway
Slope | Type |
---|---|
0.75 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
20 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: -
Reservoir capacity: -
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/10
End of Project: 10/10
Specifications
Height: 28 metres
Length: 1000 metres
Volume of RCC: -
Total volume: 130 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: -
Reservoir capacity: 478 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/10
End of Project: -/11
Specifications
Height: 19 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Jauru
Reservoir capacity: 35 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/10
End of Project: 12/10
Specifications
Height: 16 metres
Length: 170 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical |
Downstream
Slope | Type |
---|---|
0.43 |
Spillway
Slope | Type |
---|---|
0.75 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Santo Antonio
Reservoir capacity: 8 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/10
End of Project: -/11
Specifications
Height: 26 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/10
End of Project: -/10
Specifications
Height: 15 metres
Length: 145 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Santo Antônio
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/10
End of Project: -/10
Specifications
Height: 15 metres
Length: 94 metres
Volume of RCC: -
Total volume: 14 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical |
Downstream
Slope | Type |
---|---|
0.75 |
Spillway
Slope | Type |
---|---|
0.75 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Rio Grande
Reservoir capacity: 10 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/10
End of Project: 03/11
Specifications
Height: 38 metres
Length: 220 metres
Volume of RCC: 66 m3x103
Total volume: 82 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Paraiba do Sul
Reservoir capacity: -
Construction Dates
Start of Project: 12/07
Start of RCC: 12/07
End of RCC: -/10
End of Project: -/11
Specifications
Height: 28 metres
Length: -
Volume of RCC: 85 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Pajeú
Reservoir capacity: 49 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/10
End of Project: -/11
Specifications
Height: 26 metres
Length: 566 metres
Volume of RCC: 64 m3x103
Total volume: 92 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Santa Bárbara
Reservoir capacity: 6 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/10
End of Project: -/11
Specifications
Height: 28 metres
Length: 154 metres
Volume of RCC: 14 m3x103
Total volume: 26 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical |
Downstream
Slope | Type |
---|---|
0.75 |
Spillway
Slope | Type |
---|---|
0.75 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
68 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
17 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Corrente Grande
Reservoir capacity: 12 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/10
End of Project: -/10
Specifications
Height: 20 metres
Length: 110 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical |
Downstream
Slope | Type |
---|---|
0.75 |
Spillway
Slope | Type |
---|---|
0.75 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: -
Reservoir capacity: -
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/10
End of Project: -/10
Specifications
Height: 30 metres
Length: -
Volume of RCC: 42 m3x103
Total volume: 73 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Tibagi
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: 05/11
End of Project: -/12
Specifications
Height: 85 metres
Length: 745 metres
Volume of RCC: 633 m3x103
Total volume: 753 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork with external geomembrane |
Downstream
Slope | Type |
---|---|
0.80 | RCC against precast concrete blocks |
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 2400 |
Cementitious material
Cement (kg/m3) |
---|
60 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
15 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Tijucas
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/11
End of Project: -/12
Specifications
Height: 26 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Paraiba do Sul
Reservoir capacity: 114 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/11
End of Project: 12/11
Specifications
Height: 30 metres
Length: 270 metres
Volume of RCC: 44 m3x103
Total volume: 55 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Bernado Jose
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/11
End of Project: -/11
Specifications
Height: 22 metres
Length: -
Volume of RCC: 9 m3x103
Total volume: 25 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
68 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
17 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Carreiro
Reservoir capacity: 4 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/11
End of Project: -/11
Specifications
Height: 23 metres
Length: 200 metres
Volume of RCC: 21 m3x103
Total volume: 47 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
67 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
17 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Carrero
Reservoir capacity: -
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/11
End of Project: -/11
Specifications
Height: 26 metres
Length: 198 metres
Volume of RCC: 32 m3x103
Total volume: 58 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Rio Grande
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/11
End of Project: 02/12
Specifications
Height: 44 metres
Length: 285 metres
Volume of RCC: 81 m3x103
Total volume: 105 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Chapecó
Reservoir capacity: 14 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/11
End of Project: 09/12
Specifications
Height: 34 metres
Length: -
Volume of RCC: 66 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
72 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
18 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Rio Grande
Reservoir capacity: 44 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/11
End of Project: -/12
Specifications
Height: 40 metres
Length: 200 metres
Volume of RCC: 51 m3x103
Total volume: 75 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: -
Reservoir capacity: -
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/12
End of Project: -/12
Specifications
Height: 16 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Marrecas
Reservoir capacity: 33 m3x106
Construction Dates
Start of Project: 03/10
Start of RCC: 03/10
End of RCC: -/12
End of Project: 12/12
Specifications
Height: 35 metres
Length: 430 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Palmeiras
Reservoir capacity: 10 m3x106
Construction Dates
Start of Project: -/11
Start of RCC: -/11
End of RCC: -/12
End of Project: -/12
Specifications
Height: 38 metres
Length: 65 metres
Volume of RCC: 42 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): unknown
River: Sapucai
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/12
End of Project: 07/13
Specifications
Height: 15 metres
Length: 482 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Cerro Negro
Reservoir capacity: 296 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/12
End of Project: 09/13
Specifications
Height: 42 metres
Length: 517 metres
Volume of RCC: 264 m3x103
Total volume: 382 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: -
Reservoir capacity: 21 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/12
End of Project: -/13
Specifications
Height: 15 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Pomba
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/12
End of Project: -/13
Specifications
Height: 32 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: das Antas
Reservoir capacity: 24 m3x106
Construction Dates
Start of Project: -/11
Start of RCC: -/11
End of RCC: -/12
End of Project: -/13
Specifications
Height: 42 metres
Length: -
Volume of RCC: 44 m3x103
Total volume: 80 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
76 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
19 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: das Antas
Reservoir capacity: 24 m3x106
Construction Dates
Start of Project: -/11
Start of RCC: -/11
End of RCC: -/12
End of Project: -/13
Specifications
Height: 42 metres
Length: 123 metres
Volume of RCC: 33 m3x103
Total volume: 80 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
72 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
18 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Forqueta
Reservoir capacity: -
Construction Dates
Start of Project: -/11
Start of RCC: -/11
End of RCC: -/13
End of Project: -/13
Specifications
Height: 23 metres
Length: 190 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Caneiras
Reservoir capacity: -
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/13
End of Project: 11/13
Specifications
Height: 24 metres
Length: 273 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower / Water Supply
River: Braço do Norte
Reservoir capacity: 21 m3x106
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/13
End of Project: -/13
Specifications
Height: 21 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: -
Reservoir capacity: -
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/14
End of Project: -/14
Specifications
Height: 20 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: -
Reservoir capacity: 303 m3x106
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/14
End of Project: -/15
Specifications
Height: 66 metres
Length: 1015 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Teles Pires
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 07/11
Start of RCC: 07/11
End of RCC: -/15
End of Project: 09/16
Specifications
Height: 67 metres
Length: 360 metres
Volume of RCC: 500 m3x103
Total volume: 1020 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Una
Reservoir capacity: 69 m3x106
Construction Dates
Start of Project: -/13
Start of RCC: -/13
End of RCC: -/15
End of Project: -/16
Specifications
Height: 61 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Jubinha
Reservoir capacity: 480 m3x106
Construction Dates
Start of Project: -/15
Start of RCC: -/15
End of RCC: -/15
End of Project: -/15
Specifications
Height: 21 metres
Length: 1540 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Juba
Reservoir capacity: 7 m3x106
Construction Dates
Start of Project: -/15
Start of RCC: -/15
End of RCC: -/15
End of Project: -/15
Specifications
Height: 26 metres
Length: 570 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Xingu
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: -/11
Start of RCC: -/11
End of RCC: -/16
End of Project: -/20
Specifications
Height: 74 metres
Length: 680 metres
Volume of RCC: 63 m3x103
Total volume: 2208 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical |
Downstream
Slope | Type |
---|---|
1.20 |
Spillway
Slope | Type |
---|---|
separate |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: -
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: -/13
Start of RCC: -/13
End of RCC: -/16
End of Project: -/16
Specifications
Height: 18 metres
Length: 196 metres
Volume of RCC: 52 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Teles Pires
Reservoir capacity: -
Construction Dates
Start of Project: -/14
Start of RCC: -/14
End of RCC: -/17
End of Project: -/19
Specifications
Height: 17 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Canoas
Reservoir capacity: -
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/18
End of Project: -/19
Specifications
Height: 68 metres
Length: 151 metres
Volume of RCC: 100 m3x103
Total volume: 583 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical |
Downstream
Slope | Type |
---|---|
0.75 |
Spillway
Slope | Type |
---|---|
0.75 | [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Colonia
Reservoir capacity: 62 m3x106
Construction Dates
Start of Project: 09/15
Start of RCC: 09/15
End of RCC: -/18
End of Project: 09/18
Specifications
Height: 21 metres
Length: 195 metres
Volume of RCC: 30 m3x103
Total volume: 34 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Paraiba do Sul
Reservoir capacity: 1700 m3x106
Construction Dates
Start of Project: 01/16
Start of RCC: 01/16
End of RCC: -/18
End of Project: -/19
Specifications
Height: 50 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: -
Reservoir capacity: 23 m3x106
Construction Dates
Start of Project: -/16
Start of RCC: -/16
End of RCC: 06/19
End of Project: -/20
Specifications
Height: 55 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Taquarembó
Reservoir capacity: -
Construction Dates
Start of Project: 05/08
Start of RCC: 05/08
End of RCC: -/19
End of Project: -/20
Specifications
Height: 33 metres
Length: 330 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: -
Reservoir capacity: -
Construction Dates
Start of Project: -/17
Start of RCC: -/17
End of RCC: -/19
End of Project: -/20
Specifications
Height: 35 metres
Length: 249 metres
Volume of RCC: 56 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): unknown
River: -
Reservoir capacity: -
Construction Dates
Start of Project: -/17
Start of RCC: -/17
End of RCC: -/20
End of Project: -/21
Specifications
Height: 35 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Search again
Please note: only dams with known co-ordinates will appear on this map.
Your search returned no dams with known co-ordinates