Page 95 - CRS Engineering

Proforma for Joint Inspection on R. A. T.
For the Year 2020 -21
SI Description Remarks
No
General Particulars of RAT
Name of the tank Nerellagunta Tank
2 District Chittoor District
3 Name of the Village and Mandal Cherukulapadu Village, Srikalahasti Mandal

c Latitude & Longitude Lat 13° - 45' - 54" Long 79° - 40' - 11"
5 Affected Railway Bridge and Km The Tank Lies in-between Bridge No:- 70&57 /
24-26
6 Railway section in between stations Yellakaru
7 Distance from Railway Bridge to weir 600M from the Railway line to the tank.
( Along the Course of Nallah )
II Standard Hydraulic Details
1 Catchment Area 0.86 Sq miles
2 Capacity of the tank 23.90 MCFT
Lowest Bed Level + 97.70M
I Full Tank Level ( F.T.L ) -1-100.OOM
5 Maxim Water Level ( M.W.L ) -H00.60M
6 Danger Level ( D.L ) -I-101.30M
7 Top of Bund Level ( T.B.L ) -H01.50M
8 Top Width of the Bund 1.20M ,1.50 M , ( 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 -
III Surplus Weir -
1 Number of Surplus Weirs ONE NUMBER ONLY ( 1 No Only )
2 Lengths of Surplus Weir 14.00 M
3 Type of Surplus Weir B.C WEIR
4 Design Discharge 455 Cusecs
IV Sluices -
TWO NUMBERS ONLY ( 2 Nos Only )
1 Number of Sluices
2 Location of Sluices
3 Maximum designed discharge 2.50 CUSECS
FUNCTIONAL
4 Functional or not
A) Inspection details
V
^5-02-2020
i^Date of Inspection
n#>«5ir|nation otthe InspecLiuii 1) Sri. C. Willson Babul
Assistant Divisional Engineer ,
South Central Railway
RENIGUNIA
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