Nacaome
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Particulars
Owner: unknown
Designer: Consortium of Servizi Techici Internazionali (I.T.S.) S.p.A and C. Lotti & Associati S.p.A (CONC.I.L.)
Contractor: Astaldi S.p.A.
Statistics
Type: Gravity
Purpose(s): Water Supply
Reservoir capacity: 42 m3x106
Height: 54 metres
Length: 320 metres
Volume of RCC: 250 m3x103
Total volume: 300 m3x103
Construction Dates
Start of Project: 06/93 (June 1993)
Start of RCC: 08/94 (August 1994)
End of RCC: —/95 (— 1995)
End of Project: —/95 (— 1995)
Country: Honduras
River: Rio Grande Nacaome
DMS Co-ordinates: 13˚41'20.79"N, 87˚21'46.14"W
DD Co-ordinates: 13.689108, -87.362816
Facings
Upstream
Slope | Type |
---|---|
0.15 | Traditional concrete against formwork with external geomembrane |
Downstream
Slope | Type |
---|---|
0.80 | RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.80 | Reinforced conventional concrete cast after RCC placement [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
400 | 400 |
Cementitious material
Cement (kg/m3) |
---|
64 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
21 | Natural pozzolan (ASTM Class N) |