Gage Measurement 3 cm P2 40 mm P3 2 cm Determine the overage precipitation for the above dota?
Q: Q4: Following is shown map of catchment having 12 rainfall stations. Find the Average Precipitation…
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Q: Gage Measurement PI 3 cm P2 40 mm P3 2 cm Determine the overage precipitation for the above aota?…
A: Given data, P1 = 3cm P2 = 40mm = 4cm P3 = 2cm
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Q: HYDROLOGY WHEN t0 = 8:00AM WHAT IS THE INTENSITY OF THE OF THE RAINFALL BETWEEN 9:00AM AND 9:30AM…
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Q: e approximately described by straight line es in kilometres): 0, 90), (130, 115), (40, 110), (15,…
A: ww will solve by airthmatic method Paverage =P1+P2+.........PNN…
Q: Gage Measurement PI 3 cm P2 40 mm P3 2 cm Determine the overage precipitation for the above data?
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A: Given data- To Find- The duration of Effective Rainfall (Duration of the Unit Hydrograph).
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Q: In a watershed, the average annual precipitation for four subbasins was recorded as follows : 90.84,…
A: Applying the Thiessen method: Pavg=P1A1+P2A2+P3A3+P4A4A1+A2+A3+A4
Q: There is 10 rain gauge stations in a catchment. The annual rainfalls recorded by the gauges are the…
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Q: Gage Measurement P1 3 cm P2 40 mm P3 2 cm Determine the overage precipitation for the above aata?…
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Q: The hydrograph of Table P6.5 resulted from three successive 6-hour period rainfall, having rainfall…
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Q: A storm with 10cm of precipitationproduced a directrunoff of 6.02 cm. The duration of the rainfall…
A: From the given rainfall data it is required to find the phi-index
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- Asap10 mins plsProblem 1 : Given the following the differential level notes:STA Backsight (BS),m Ht. of Inst. (HI), m Foresight (FS), m Elevation, mBM-A 1.73 346.50TP 1 2.50 1.85TP 2 2.76 1.05TP 3 3.15 1.20BM-B 1.93 0.74TP 4 1.67 0.98TP 5 2.12 1.84BM-C 1.77 a. Complete the level notes and perform customary checkb. Determine the the station or point along the level line which has the highestelevation c. The difference in elevation between BM-B and BM-CSolve this both subparts 1a and 1b early I upvote
- 2 / 5 \div 7 / 9A 3-hour stom occurred in a place and the precipitations in the neighbouring rain- gauge stations P. Q and R were mcasured as 3.8, 4.1 and 4.5 cm, respectively. The precipitation in the bottle was broken. The normal precipitations in the four stations P. Q. R and S, as per station S could not be measured since the rain-gauge 2 R. previous records were 43, 48, 53 und 50 cm, respectively. Estimate the storm precipitation at station S.HYDROLOGY WHEN t0 = 8:00AM WHAT IS THE INTENSITY OF THE OF THE RAINFALL BETWEEN 9:00AM AND 9:30AM USING A 30-MIN INTERVAL PLEASE SHOW STEP BY STEP COMPUTATION