10 E(-7,7) B(9,6) 5- -20 -10 10 20 D(11,-6) C(12,-9) 10 Figure 2 River Basin with corresnonding stations

Q: A catchment area has 5 rain gauges installed, with an annual average rainfall of 120 cm and a…

A: In a Catchment Area- Number of rain gauges N = 5, Annual average rainfall P= 120 cm, Standard…

Q: Given: the IDF-curve shown in the Figure below, answer the following questions: a) Intensity for…

A:

Q: 20) Four hydrological monitoring stations are of similar conditions registered the data she the…

A: Approach to solving the question:The correct record for Station 2's present precipitation was…

Q: Question- There are 16 number of rain gauge stations which gives an error of 10% while estimating…

A: Number of stations N=16, Error e=10%, To Find- The coefficient of variation of the rainfall (Cv).

Q: Table provides the incremental rainfall depth every 10 minutes from a rainfall station during a…

A: Duration of storm = 2hours Maximum depth for storm duration of different time period has been found…

Q: In a data set of annual maximum rainfall with average of 200mm and standard deviation of 30mm: The…

A: The given values are as followsThe maximum annual rainfall (mean) y¯=200mThe standard deviation…

Q: A small urban watershed located in north of Iraq has four rainfall gauges as located in the figure…

A:

Q: 6 For the basin shown in Fig. P 2.23, the normal annual rainfall depths recorded and the isohyetals…

A: mean precipitation=(20+60+92+68+45+62+86)/7=61.85714 cm std deviation=24.85714 cm…

Q: A gage on a small (1-acre) urban parking lot recorded the following incremental rainfall data. 1.5 2…

A:

Q: The ordinte of rainfall mass curve of a storm (mm) recorded at a(30)min time interval…

A:

Q: 2.13 The rainfall recorded at the network of stations due to a storm over a trapezoidal water- shed…

A:

Q: Determine average rainfall using Arithmetic mean method

A: Given data : Rainfall depth station A (PA)=2.1 inRainfall depth station B(PB)=4.5 inRainfall depth…

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.