Page 81 - CRS Engineering

Proforma for Joint Inspection on R. A. T.
For the Year 2020 -21

Description Remarks
SI
No
General Particulars of RAT
amalapakuiagunta Tank
Name of the tank
1
Chittoor District
District
Reddy Palli Village ,Srikalahasti Mandal
3_ Name of the Village and Mandal
Latitude & Longitude Lat 13° - 50' - 09" Long79°-39;-2^
4
Affected Railway Bridge and Km he Tank Lies in-between Bridge No 55&50 / 6
Railway section in between stations Yellakaru
0.90 KMs from the Railway Line to the tank.
Distance from Railway Bridge to weir
Along the Course of Nallah )
Standard Hydraulic Details
II
0.99 Sq miles
Catchment Area
Capacity of the tank 6.80 MCFT
2
+48.30M
Lowest Bed Level
_4_ Full Tank Level ( F.T.L ) +50.00M
Maxim Water Level ( M.W.L ) +50.60M
5
Danger Level ( D.L ) +51.10M
Top of Bund Level ( T.B.L ) +51.50M
1.20 M( PRESENT TOP WIDTH )
Ton Width of the Bund
AT FRONT:- 1 1/2 : 1 , AT REAR 2:1
Side Slopes
Area of Submergence at FTL
10
Area of Submergence at MWL
11
Are there any tanks in the Catchment of NO
12
this tank —— ;rrr~
fhoco also classified as RATs
Names and dptails ofthese tanks
Surplus Weir
Natural Course
Number of Surplus Weirs
Lengths ofSurplus Weir
Type of Surplus Weir
68.00 Cusecs
Design Discharge
Sluices
ONE NUMBER ONLY ( 1 No Only )
Number of Sluices
Location of Sluices
Maximum designed discharge 2.50 CUSECS
FUNCTIONAL
Functional or not
A) Tnspection details
5-02-2020
i'tPate of Inspection
1) Sri. C. Wilison 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