Page 99 - CRS Engineering

Proforma for Joint Inspection on R. A. T.
For the Year 2020 -21
Remarks
Description
SI
No
General Particulars of RAT
Raghavaiah Cheruvu
1 Name of the tank
Chittoor District
District
Cherukulapadu Village, Srikalahasti Mandal
ame of the Village and Mandal
3
Latitude & Longitude Lat 13° - 45' - 17" Long 79° - 38' - 45"
4
he Tank Lies in-between Bridge No:- 70&57 /
Affected Railway Bridge and Km
Yellakaru
R.ailway section in between stations
Distance from Railway Bridge to weir 7.50 Kms from the Railway line to the tank.
^Along the Course of Nallah )
Standard Hydraulic Details
.98 Sq miles
Catchment Area
23.68 MCn
rapacity of the tank
96.36M
Lowest Bed Level
+100.00M
Full Tank Level ( F.T.L )
Maxim Water Level ( M.W.L ) + 100.60M
+ 101.50M
Danger Level ( D-L )
+ 102.lOM
Top of Riind Level (T.B.L )
Tnp Width of the Bund 3.00 M( Present Top Width )
AT FRONT:- 1 V2 : 1 , AT REAR 2:1
Side Slopes
Area ofSubmergence at FTL
Area off^ubmergence at MWL NO
Are there anTtanks in the Catchment of

""1 also classinea as i

14
surplus Weir
ONE NUMBER ONLY ( 1 No Only )
M..mherof Surplus Weirs.
14.00 M
ipnaths of Surplus
B.C WEIR
Type of Surplus Weir
449 Cusecs
Design Discharge
Sluices
Slumber of Sluices
.•ocation of Sluices
2.50 CUSECS
Maximum designed djscharge_
FUNCTIONAL
Functional or not
A) Inspection detail^ ^5-02-2020
i)Date of Inspection ^ 1) Sri. C. Wiilson Babu^
ii^Name& De'^innat-ion of the ^ 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.y
Assistant Executive Engineer
Irrigation Section
SRIKALAHASTI