Page 77 - 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 ^dala Cheruvu
2 District Chittoor District

3 Name of the Village and Mandal Bhimavaram Village ,Srikalahasti Mandal
4 Latitude & Longitude Lat 13° - 44' - 19" Long 79° - 32' - 24"
5 Affected Railway Bridge and Km The Tank Lies in-between Bridge No 51
6 Railway section in between stations Venkatagiri & Yellakaru
7 Distance from Railway Bridge to weir Railway Line Cross the tank Bund & Fore Shore of
( Along the Course of Nallah ) the Tank.
Standard Hydraulic Details
II
1 Catchment Area
Capacity of the tank
2
Lowest Bed Level +97.20M
3
4 Full Tank Level ( F.T.L ) + 100.OOM
5 Maxim Water Level ( M.W.L ) + 100.60M
Danger Level ( D.L ) + 101.50M
6
7 Top of Bund Level ( T.B.L ) + 102.lOM
8 Top Width of the Bund 1.50 M ( PRESENT TOP WIDTH )
Side Slopes AT FRONT:- 1 Va : 1 , AT REAR :- 2:1
9
10 Area of Submergence at FTL

Area of Submergence at MWL -
11
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 ONE NUMBER ONLY ( 1 No Only )
Lengths of Surplus Weir 13.00 M
2
Type of Surplus Weir B.C WEIR
3
Design Discharge -
4
IV Sluices
TWO NUMBERS ONLY ( 2 Nos Only )
1 Number of Sluices
"2" Location of Sluices
3 Maximum designed discharge 2.50 CUSECS
4 Functional or not Function
A) Inspection details
V
^5-02-2020
)Date of Inspection
ii)Name& Designation ofthe Inspection 1) Sri. C. Willson Babu,
Assistant Divisional Engineer .
—"
South Central Railway
RENIGUNTA
2) Sri. C.Adinarayana Naiau, B.Tech..
Deputy Executive Engineer ,
Irrigation Sub Division

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