Page 188 - CRS Engineering

Proforma for Joint Inspection on R. A. T.
For the Year 2020 -21
Description Remarks
SI
No
I General Particulars of RAT
VenkatapuramTank
1 Name of the tank
Chittoor District
2 District
3 Name of the Village and Mandal Venkatapuram Village, Yerpedu Mandal
4 Latitude & Longitude Lat 13° - 41' -01" Long 79° - 34' -51"
5 Affected Railway Bridge and Km Bridge No:-89, Location 64/ 24 - 26
6 Railway section in between stations Yearpedu - Rachagunneri
7 Distance from Railway Bridge to weir l.OOKMs from the Railway line to the tank
Along the Course of Nallah )
Standard Hydraulic Details
II
1 Catchment Area 2.20 sqkm
2 Capacity of the tank 5.45M.C.F.T
3 Lowest Bed Level + 98.55M
4 Full Tank Level ( F.T.L ) + 100.00M
5 Maxim Water Level ( M.W.L ) + 100.60M
Danger Level ( D.L ) + 100.90M
6
7 Top of Bund Level ( T.B.L ) +102.10M
8 Top Width of the Bund 3.00M ( Present Top Width )
AT FRONT:- 1 ¥2 : 1 , AT REAR :- 2:1
9 Side Slopes
10 Area of Submergence at FTL 8.90 Hectirs.

11 Area of Submergence at MWL 9.80Hectirs.
NO
12 Are there any tanks in the Catchment of
13 Are these tanks also classified as RATs
14 Names and details of these tanks —
Surplus Weir ""
III
Number of Surplus Weirs ONE NUMBER ONLY( 1 NO Only)
1
2 Lengths of Surplus Weir 22.00 M,
3 Type of Surplus Weir B.C WEIR
4 Design Discharge 35.40 Cusecs
IV Sluices
ONE NUMBER ONLY (1 NO Only)
1 Number of Sluices
AT 160. M.
' 2 Location of Sluices
3 Maximum designed discharge 2.30 Cusecs
FUNCTIONAL
4 Functional or not
V A) Inspection details
^-02-2020
i)Date of Inspection
ii)Name& Designation of the Inspection 1) Sri. C. Willson Babu,
Assistant Divisional Engineer,
South Central Kailway
RENIGUNTA
2) Sri. C.Adinarayana Naidu, B.Tech.,
Deputy Executive Engineer,
Irrigation Sub Division

3) Sri. K. Harikrishna
Assistant Engineer,
Irrigation section
YERPEDU