DENKADA ANICUT
Preamble
Constructed across River Champavathi near Saripallii village, Nellimarla Mandal, Vizianagaram District .
Since the ayacut of this project is included in the ayacut of Tarakarama Thirthasagaram project which is under execution, Denkada Anicut becomes a part and parcel of TTP and hence this needs to be transferred to CE, North Coast.
Salient Features
| Name of Barrage/Weir/Anicut | : | Denkada Anicut |
| Name of Project | : | Denkada Anicut System in Denkada (M) |
| Latitude of Barrage/Anicut/Weir | : | 18° 20' 00'' |
| Longitude of Barrage/Anicut/Weir | : | 83° 06' 00'' |
| Name of the River | : | Champavathi River |
| State/Basin | : | Champavathi River |
| Purpose (Irrigation,Hydro power,Multipurpose,drinking water, flood control) | : | Irrigation |
| Area of Catchment | : | 456 SqKm |
| Mean annual rainfall in Catchment | : | 1000 MM |
| Total Annual yield in the Catchment | : | 10450 Mcft |
| Designed flood discharge | : | 160000C/s |
| Year of Commencement | : | 1959 |
| Year of Completion | : | 1968 |
| Width of River | : | 200M |
| Length of Barrage/Weir/Anicut | : | 183 |
| Number Barrage/weir/Bays | : | -- |
| Thickness of intermediate pier(M) | : | -- |
| Gates for under sluice and spillway (type,size,number) | : | 1.20X1.20M |
| Crest level | : | +21.85M |
| Storage capacity upto crest | : | -- |
| Pond Level | : | -- |
| Storage capacity at pond(Mcm) | : | -- |
| Weir height | : | 2.34 M |
| Sedment excluding device | : | -- |
| Means of dissipating energy | : | Solid apron with deflection blocks and C.C.blocks |
| Pier height(M) | : | -- |
| h.F.L. (M) | : | +24.90 M |
| Length of raft | : | -- |
| Length of U/s divide wall (M) | : | 240 M |
| Number of under sluice bays | : | 1 No |
| Size of under sluice bays | : | 6.0 M |
| Total submergence area (Ha & forest land effected) | : | Nil |
| Total Villages effects | : | Nil |
| Total Families effects | : | Nil |
Canal Head Regulators
| Width of head regulator | : | Head sluice with 4 Nos of vents with size 1.20M X1.50 M |
| Number of bays and their width | : | 1No(6.70M) |
| Thickness of Pier | : | -- |
| Orientation with respect to Barrage/Weir/axis | : | Right Bank |
| Location of head regulator from barrage/weir/axis | : | Distance from Anicut 10 M |
| Maximum discharge in Canal | : | 170C/s |
| Means of dissipating of energy below head regulator | : | -- |
Mandals Benefitted
Pasupatirega, Bhogapuram and Denkada of Vizianagaram District.
Components
Earth Dam, Spillway Regulators, Main Canals (LMC, RMC)
Source of Funding
State Plan
Present Status of Works
Completed Project
Land Aquisition
Nil
Budget & Expenditure(2010-11 upto 12/2011)
| Budget Estimate: | : | Rs 20.00 Lakhs |
| Expenditure 12/2010 | : | Nil |
Program for 2011-12
Nil
Index Map
