Page 87 - 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 Akkurthy Tank
2 District Chittoor District
3 Name of the Village and Mandal Akkurthy Village ,Srikalahasti Mandal
4 Latitude & Longitude Lat 13° - 47' - 30" Long 79° - 40' - 25"
5 Affected Railway Bridge and Km The Tank Lies in-between Bridge No:- 63&53 /
35-38
6 Railway section in between stations Akkurthy and Yellakaru
7 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
1 Catchment Area 2.40 Sq miles
2 Capacity of the tank 56.50 MCFT
3 Lowest Bed Level + 11.90M
4 Full Tank Level ( F.T.L ) + 14.02M
5 Maxim Water Level ( M.W.L ) + 14.63M
6 Danger Level ( D.L ) + 15.34M
7 Top of Bund Level ( T.B.L ) + 15.84M
8 Top Width of the Bund 1.50 M ( PRESENT TOP WIDTH )
9 Side Slopes AT FRONT:- 1 1/2 : 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 TWO NUMBERS ONLY ( 2 Nos Only )
2 Lengths of Surplus Weir No:-1=18.50M , No:-2= 10.00 M
3 Type of Surplus Weir WEIR
4 Design Discharge -
IV Sluices -
1 Number of Sluices Three NUMBERS ONLY ( 3 Nos Only )
2 Location of Sluices
3 Maximum designed discharge 2.50 CUSECS
4 Functional or not FUNCTIONAL
V A) Inspection details —
<^5-02-2020
)Date of Inspection
i)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