Page 73 - CRS Engineering

Proforma for Joint Inspection on R. A. T.
For the Year 2020-21

SI Description Remarks
No
I General Particulars of RAT
1 Name of the tank Vengalamma Cheruvu
2 District Chittoor District

3 IMame of the Village and Mandal Poll Village ,Srikalahasti Mandal
Latitude & Longitude Lat 13° - 50' - 19" Long 79° - 32' - 13"
4
5 Affected Railway Bridge and Km The Tank Lies in-between Bridge No 51
Railway section in between stations Venkatagiri 8iYellakaru
6
7 Distance from Railway Bridge to weir
( Along the Course of Nallah )
Standard Hydraulic Details
II
1 Catchment Area
Capacity of the tank
2
3 Lowest Bed Level
4 Full Tank Level ( F.T.L ) + 97.00 M
Maxim Water Level ( M.W.L ) + 100.00 M
5
Danger Level ( D.L ) + 100.60 M
6
Top of Bund Level ( T.B.L ) + 102.10M
7
Top Width of the Bund 2.00 M ( PRESENTTOP WIDTH )
8
9 Side Slopes AT FRONT:- 1 V2 : 1 , AT REAR 2:1
10 Area of Submergence at FTL

Area of Submergence at MWL
11
12 Are there any tanks in the Catchment of -
'l3 Are these tanks also classified as RATs -
Names and details of these tanks Natural Course
'lii Surplus Weir -
Number of Surplus Weirs -
1
Lengths of Surplus Weir -
2
Type of Surplus Weir -
3
Design Discharge One Number
4
Sluices -
IV
1 Number of Sluices 2.50 CUSECS
2 Location of Sluices -
3 Maximum designed discharge
mJ
Functional or not Function
4
A) Inspection details
w
^15-02-2020
i)Date of Inspection
l)Name& Designation of the Inspection 1) Sri. C. Willson Babu,
Assistant uivisiuiiai engineer ,
South Central Railway

RENIGUNTA
2) Sri. C.Adinarayana Naidu, B.Tech.,
Deputy Executive Engineer ,
Irrigation Sub Division

3) Raghu Babu
Assistant Engineer,
Irrigation Section No.2

SRIKALAHASTI