Page 113 - CRS Engineering

Proforma for Joint Inspection on R. A. T.
For the Year 2020 -21
Description Remarks
SI
No
General Particulars of RAT
Rachagunneri Tank
Name of the tank
Chittoor District
District
Rachagunneri Village, Srikalahasti Mandal
Name of the Village and Mandal
.atitude & Longitude Lat 13° - 43' - 03" Long 79° - 33' - 12"

Affected Railway Bridge and Km The Tank Lies in-between Bridge No:-94&66 /
Railway section in between stations Rachagunneri
Distance from Railway Bridge to weir 50 Mts from the Railway line to the tank.
Along the Course of Nallah )
Standard Hydraulic Details
II
Catchment Area
Capacity of the tank
.owest Bed Level 97.90M
+100.00M
Full Tank Level ( F.T.L )
vjaxim Water Level ( M.W.L ) •100.60M
Danger Level ( D.L ) +101.30M
Top of Bund Level ( T.B.L ) + 101.50M
1.20M, 1.50M ( Present Top Width )
8 Top Width of the Bund
Side Slopes AT FRONT:- 1 '/z : 1 , AT REAR :- 2:1
10 Area of Submergence at FTL
11 Area of Submergence at MWL
NO
12 Are there any tanks in the Catchment of
this tank
Are these tanks also classified as RAtT
JJ.
14 Names and details of these tanks
Surplus Weir
III
Miimherof Surplus Weirs ONE NUMBER ONLY ( 1 No Only )
I pnnths of Surplus Weir 9.50 M
Type of Surplus Weir B.C WEIR
Design Discharge
Sluices
TWO NUMBERS ONLY ( 2 Nos Only )
Number of Sluices
Location of Sluices
Maximum designed discharge 2.50 CUSECS
FUNCTIONAL
Ftmctional or not
Inspection details
5-02-2020
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 RajeshyB.Tech.,
Assistant Executive Engineer,
Irrigation Section
SRIKALAHASTI