Page 109 - CRS Engineering

Proforma for Joint Inspection on R. A. T.
For the Year 2020-21
Description Remarks
SI
No
I General Particulars of RAT
1 Name of the tank Ayyavari Cheruvu
2 District Chittoor District
3 Name of the Village and Mandal Maddiledu Village, Srikalahasti Mandal
4 Latitude & Longitude Lat 13° - 44' - 43" Long 79° - 33' - 03"
5 Affected Railway Bridge and Km The Tank Lies in-between Bridge No:-70&57 /
24-26
6 Railway section in between stations Yeliakaru
Distance from Railway Bridge to weir 5.90 Kms from the Railway line to the tank.
7
( Along the Course of Nallah )
II Standard Hydraulic Details
1 Catchment Area 0.63 Sq miles
Capacity of the tank 19.35 MCFT
2
3 Lowest Bed Level + 97.20M
4 Full Tank Level ( F.T.L ) +100.00M
5 Maxim Water Level ( M.W.L ) + 100.60M
6 Danger Level ( D.L ) + 100.85M
7 Top of Bund Level ( T.B.L ) + 101.50M
8 Top Width of the Bund 1.20M, 1.50M ( Present Top Width )
9 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
this tank
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
1enaths of Surplus Weir 9.50 M
2
Type ofSurplus Weir B.C WEIR
3
Design Discharge 318.00 Cusecs
4
IV Sluices -
Number of Sluices TWO NUMBERS ONLY ( 2 Nos Only )
1
Location of Sluices
2
Maximum designed discharge 2,50 CUSECS ~
3
4 Functional or not FUNCTIONAL
V A) Tngpection details ^.5-02-2020
i)Date of Inspection
1) Sri. C. Willson Babu,
Assistant Divisional Engineer ,
South Central Railway
RENIGUNTA
2) Sri. C.Adinarayana Naidu, B.Tech..
Deputy Executive Engineer,
Irrigation Sub Division

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