Page 140 - CRS Engineering

Proforma for Joint Inspection on R. A. T.
For the Year 2020-21
s Description Remarks
No
I General Particulars of RAT
1 Name of the tank Ansarigunta tank
2 District Chittoor District

2 Name of the Village and Mandal Amaduru Village, Yerpedu Mandal
Latitude & Longitude Lat 13° - 42' - 40" Long 79° - 35' - 48"
i
5 Affected Railway Bridge and Km Bridge No:-70, Location 57 / 24 - 26
6 Railway section in between stations Yerpedu - Rachagunneri.
7 Distance from Railway Bridge to weir
1.50 Kms from the Railway line to the tank.
( Along the Course of Nallah )
II Standard Hydraulic Details
1 Catchment Area 2.45Sqmiles
2 Capacity of the tank 10.22 M.C.F.T
6 Lowest Bed Level +97.25M
4 Full Tank Level ( F.T.L ) + 100.00M
5 Maxim Water Level ( M.W.L ) + 100.60M
6 Danger Level ( D.L ) + 100.90M
7 Top of Bund Level ( T.B.L ) + 102.10M
8 Top Width of the Bund 3.00M ( Present Top Width )
9 Side Slopes AT FRONT:- 1 Vz : 1 , AT REAR 2:1
10 Area of Submergence at FTL 3.20 Ha

11 Area of Submergence at MWL 5.10 Ha
12 Are there any tanks in the Catchment of NO
13 Are these tanks also classified as RATs -
14 Names and details of these tanks -
III Surplus Weir -
1 Number of Surplus Weirs 1 No OIny
2 Lengths of Surplus Weir 1)20.0M
3 Type of Surplus Weir B.C WEIR
4 Design Discharge 14.90 Cusecs

IV Sluices
2 Nos only
1 Number of Sluices
AT 235m, 475m
2 Location of Sluices
3 Maximum designed discharge 2.20 CUSECS
4 Functional or not Reconstructed
V A) Inspection details
^(9-02-2020
)Date of Inspection
1) Sri. C. Willson Babu,
i^Name& Desin"^Hon of the inspection
South Central Railway
RENIGUNTA
2) Sri. C.Adinarayana Naidu, B.Tech..
Deputy Executive Engineer,
Irrigation Sub Division

3) Sri. K. Harikrlshna
Assistant Engineer,
Irrigation Section
YERPEDU