Page 83 - 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 Udamalapadu Peddacheruvu
2 District Chittoor District
3 Name of the Village and Mandal Udamalapadu Village ,Srikalahasti Mandal
Latitude & Longitude Lat 13° - 46' - 57" Long 79° - 39' - 10"
4
Affected Railway Bridge and Km The Tank Lies in-between Bridge No:- 63&53 /
5
35-38
6 Railway section in between stations Yellakaru and Akkurthy
Distance from Railway Bridge to weir 2.50 KMs from the Railway Line to the tank.
7
( Along the Course of Nallah )
Standard Hydraulic Details
II
1 Catchment Area
Capacity of the tank
2
3 Lowest Bed Level + 96.90M
4 Full Tank Level ( F.T.L ) + 100.00M
Maxim Water Level ( M.W.L ) + 100.60M
5
6 Danger Level ( D.L ) + 101.50M
7 Top of Bund Level ( T.B.L ) + 102.10M
Top Width of the Bund 3.00 M CPRESENT TOP WIDTH )
8
9 Side Slopes AT FRONT:- 1 Vz : 1 , AT REAR :- 2:1
Area of Submergence at FTL -
10
Area of Submergence at MWL -
11
Are there any tanks in the Catchment of NO
12
this tank
13 Are these tanks also classified as RATs >
14 Names and details of these tanks -
TII Surplus Weir -
Number of Surplus Weirs ONE NUMBER ONLY ( 1 No Only )
1
2 Lengths of Surplus Weir 14.00 M
Type of Surplus Weir B.C WEIR
3
4 Design Discharge -
-
IV Sluices
FOUR NUMBERS ONLY ( 4 Nos Only )
1 Number of Sluices
2 Location of Sluices
Maximum designed discharge 2.50 CUSECS
3
4 Functional or not FUNCTIONAL
A) Inspection details
V
^5-02-2020
i)Date of Inspection
ii)Name& Designation ofthe 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