Page 121 - CRS Engineering

Proforma for Joint Inspection on R. A. T.
For the Year 2020 -21
Description Remarks
SI
No
General Particulars of RAT
Name of the tank Cherlopalli Tank
District Chittoor District

Name of the Village and Mandal Cherlopalli Village, Srikalahasti Mandal
Latitude & Longitude Lat 13° - 43' - 40" Long 79° - 33' - 41"
Affected Railway Bridge and Km The Tank Lies in-between Bridge No:-87&63 /
Railway section in between stations Srikalahasti - Rachagunneri.
Distance from Railway Bridge to weir Railway line Crosses the tank bund and fore shore
( Along the Course of Nallah ) of the tank.
II Standard Hydraulic Details
Catchment Area 0.74 Sq miles
Capacity of the tank 20.48 M.C.F.T
Lowest Bed Level
Full Tank Level ( F.T.L ) -H0.50M
Maxim Water Level ( M.W.L ) + 11.10M
Danger Level ( D.L ) + 11.70M
Top of Bund Level ( T.B.L ) + 12.10M
8 Top Width of the Bund 1.20M, 1.50M ( Present Top Width )
Side Slopes AT FRONT:- 1 Vz ; 1 , AT REAR :- 2:1
10 Area of Submergence at FTL

11 Area of Submergence at MWL
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
Surplus Weir
III
Miimherof Surplus Weirs ONE NUMBER ONLY ( INO ONLY )
Lengths of Surplus Weir
Type ofSurplus Weir B.C WEIR
Design Discharge
IV Sluices
THREE NUMBERS ONLY ( 3 Nos Only )
Number of Sluices
1 @ 120 M 2 @ 536 M 3 @ 610 M
Location of Sluices
2.50 CUSECS
Maximum designed discharge
FUNCTIONAL
Functional or not
A) Inspection details
<1^5-02-2020
i)Date of Inspection 1) Sri. C. Willson Babu.
ii)Name& Designation of the Inspection
Assistant Divisional Engineer,
South Central Railway
RENIGUNTA
2) Sri. C.Adinarayana Naldu, B.Tech.
Deputy Executive Engineer,
Irrigation Sub Division

3) Sri. K Rajesh^B.Tech.
Assistant Executive Engineer ,
Irrigation Section
SRIKALAHASTI