coefficient as given below: Land use/cover Area (ha) Runoff coefficient Forest 250 0.10 Pasture 50 0.11 Cultivate land 200 0.30 The maximum length of travel of water in the watershed is about 3000 m and the elevation difference between the highest and outlet points of the watershed is 25 m. The maximum intensity duration frequency relationship of the watershed is given by

Q: Consider two reservoirs, A and B, connected in series with reservoir A situated upstream of…

A:

Q: The 10-minute triangular unit hydrograph for a watershed has a peak discharge of 100 ft’/s at 40…

A: 10-minute triangular unit hydrograph peak discharge(Q)=100 ft3/s (occur at 40 minutes) Total…

Q: The daily record of rainfall over a catchment area is 0.2 million cubic meters. It has been found…

A: Given: Total rainfall over the catchment (QR) = 0.2 million cubic meter. QR = 0.2 x 106 m3 The head…

Q: I need help with part B, thank you.   Kitchen Master Bedroom 25.2 18.0 17.4 22.9 22.8 26.4 21.9…

A: MEAN:…

Q: Reportedly one of the shortest rivers in the world at 30 m in length, the Ombla River watershed…

A: The objective of the question is to calculate the annual runoff that reached the river as discharge,…

Q: A watershed channel is 20,000 m long with an E.L change of 20 m and an area of 200 km squared. Run…

A: solution given intensity i=25 mmhrwatershed area A=200km2=200×106 m2duration of rainfall =12hrs so…

Q: of 15 m/s, estimate the direct runoff hydrograph (DRH) and the discharge of the 6 -h unit hydrograph…

A: Peak flow Average depth Infiltration loss =0.25 cm/h,Base flow It is required to find the peak…

Q: A 100 ha watershed has the following characteristics i. Maximum length of travel of water in the…

A: Step 1: Calculate the Concentration Time (tc​)Given the formula for concentration time:…

Q: A full direct runoff hydrograph (DRH) contributes 3.53 cm of runoff depth. If the DRH discharge at t…

A: Effective rainfall: (ER) = 3.53 cm  Peak discharge at 12 hour of DRH: Q = 235 m3/s  To calculate:…

Q: A reservoir has a catchment area is about 150 hectares. The rainfall is 2.5times of run-off and the…

A:

Q: A reservoir has a catchment area is about 150 hectares. The rainfall is 2.5times of run-off and the…

A: Catchment area A = 150 hectaresThe rainfall is 2.5times of run-offPrecipitation P=10 cm…

Q: A catchment has a runoff coefficient of 0.42, area = 85 ha with a general slope of 1 in 200 and…

A: Area (A) = 85 ha Slope (S) = 1 in 200 or 0.005Length (L) = 1.8 km or 1800 m

Q: The following data was collected during a 5-hour storm. If the base flow for the stream is 35 m?/s,…

A: Given: Base flow = 35 m3/s   Also, Let area of basin = 2 km2

Q: 2.2 cm of runoff results from a storm that lasted 24 hours over an area of 195.0 km². Assume all the…

A:

Q: a drainage basin with an area of 5 km2 receives 25 mm of rainfall. The losses due to interception…

A: The given data is: Drainage Basin Area = 5 km2 Rainfall = 25 mm Losses due to interception and…

Q: For a certain catchment with an area of 1000000m2, the average precipitation was 7cm and…

A:

Probability, risk and uncertainty analysis for hydrological design

It gives a framework that is financially critical for finding the exceptional designs of hydrological systems with a reduced cost in total inclusive of the project cost and the disaster mitigation cost. But there would be hardly any assessment of a decent quality damage function. Hence, errors in demonstrating the hydrologic events, incorrect model parameters, and so on may occur. Here, we will discuss a specific hydrological design that of a detention basin for studying and understanding the risk-based procedure, uncertainties, and probability analysis by following a systematic framework.