The normal annual rainfall at stations A, B and C are 170.6, 180.3 and 165.3 cm respectively. In 1993, station B was inoperative and recorded rainfall at stations A and C of 153.0 and 145.1 cm respectively. The annual rainfall at B in that year could be estimated as

Q: Assuming that 10% of the rainfall flows as 'runoff' from the catchment, calculate the a that can be…

A: This question is from irrigation.

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A: From the given data to find depth rain fall... By doing cumulative of all interval rain fall

Q: YEAR RAINFALL Rank 2014 2018 2771 2662.3 2 2013 2567.2 3 2019 2480.8 4 2016 2335.8 5 2021 2272.8 6…

A: Rainfall intensity is defined as the ratio of  amount (depth) of rainfall during a period to the…

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A: (1) The long term average annual precipitation( P) over a reservoir is(2) Surface area…

Q: The average annual rainfall in stations A, B, C and D in a basin was 0.6497, 0.6845, 0.7168, 0.6075…

A:

Q: A rectangular channel of width 550 mm has a discharge of 0.1 m3/s and a uniform flow depth of 250…

A: Given: Width of channel, W = 550 mm Discharge, Q = 0.1 m3/s Depth of flow, H = 250 mm C = 55

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Q: What do you understand by Water Balance Equation? Derive Water Budget Equation

A: Water budget equation the eqn which accounts the water movement into and out of the storage along…

Q: At water EL = 7000 ft, Taal Lake has a volume of 2.4x10°m³ and a SA = Annual inputs to the lake…

A: Given: Water elevation, EL=7000 ft Volume of lake, Volume=2.4×106 m3 Surface Area, SA=50000 m2…

Q: Hope your help hydraulic CEE 340

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Q: The water content in a field has to be increased from 14% to 21%. The density of soil in the field…

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Q: 30

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Q: Calculate the R factor for an area inside that has a total annual rainfall of 180 mm using the equat…

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Q: Only physical and chemical properties of water should be taken into account when evaluating…

A: Properties that are taken into account for evaluating irrigation water quality.

Q: A line source of strength 15 m/s is situated within a uniform stream flowing at -12 m/s (i.e. right…

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Q: Estimate the rainfall at station D in that year

A: Given: Normal annual rainfall at A, B, C and D are 80.97, 67.59,76.28 and 92.01 respectively…

Q: In reference to the Table below: Day 1 4 6. 7 Rainfall, mm 11 8. 13 11 Water added, mm -5 -3 7 4…

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Q: The rainfall depths recorded by Gauge A, B and C are 10mm, 8mm, 7mm and the corresponding polygon…

A:

Q: Determine the mean barometric reading in mmHg.

A: The objective of the problem is to determine the mean barometric reading. The goal is to find the…

Q: A rectangular channel of width 550 mm has a discharge of 0.1 m3/s and a uniform flow depth of 250…

A: Given: Width of channel, W = 550 mm Discharge, Q = 0.1 m3/s Depth of flow, H = 250 mm C = 55

Q: What is the maximum depth of rainfall in inches for 90 min rainfall intensity? Refer to the Table…

A: Solution: Intensity of Rainfall is defined as ratio of depth of rainfall to the time. It's denoted…

Q: Find the average precipitation for the catchment area shown in Figure (1) below using Thiess method.…

A:

Q: Question 3 The normal annual rainfall stations A, B, C and D in a catchment are 80.97, 67.59, 76.28…

A: given:-

Q: Hydrological Cycle Determine the optimum number of rain gauge stations in the catchment for an…

A: Admissible error e=10% 4 rain gauge stations Coefficient of variation Cv=30%   It is needed to find…

Q: 6. In a catchment area, approximated by a circle of diamete are situated inside the catchment and…

A: Given data in question  Diameter of area. Co ordinates of stations Precipitation occured at each…

Q: boundaries. Create a chart like Figure 1.5 illustrating fluxes in the b Estimate the average annual…

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Q: The monthly water chart of a specific basin is given for a specific year. The area of the basin is…

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Q: 8. Yw=10 kN/m³, F=? and IABI=? (m) Water y=x/2/ Reservoir 15.25 m B IABI=?

A: Solution; +

Q: Determine average rainfall using arithmetic method

A: Introduction : Arithmetic method is the easiest method . In this method we simply take the average…

Q: If area of the catchment is 62,5 sq.mm and axial length of the catchment is 10 mm, the form factor…

A: Given that :- If the area of the catchment = 62.5 sq.mm axial length of the catchment = 10 mm To…

Q: Data Date Rainfall intensity_(mm/d) Jan-21 3.38 Feb-21 3.58 Mar-21 5.80 Apr-21 2.05 May-21 2.30…

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Q: Determine the velocity of fall of rain drops of a 30 × 10³ cm diameter, density 0.0012 gm/cm² and…

A: Given: Diameter of drop, D = 30 x 10-3 cm Density = 0.0012 gm/cm3 Kinematic viscosity = 0.15 cm2/s

Q: The rainfall rate is 200mm/day in a surface with CN value equal to 78. Determine the maximum…

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Q: Assuming a circular watershed with radius 900km has its center at the origin. The rain gauges are…

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Q: in this question the average rainfall need to be calculated by the use of Thiessen polygons.

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Q: 9-5. A clarifier with an area of 150 m² treats a flow of 3000 m³/day. The water entering the…

A: Reference : WTP , Type of water treatment. Given : Area, Flow, Specific gravity, diameter. To…

Q: The water content in a field has to be increased from 14% to 21%. The density of soil in the field…

A: Given: Final water content, w2 = 21% Initial water content, w1 = 14% Depth of effective root zone, d…

Q: What is the average 2-year 3-h rainfall on an area of 508km² if the point value is 50mm

A: Given: The period is 2 years. The duration of rainfall is 3 hr. The area is 508 km2. The point value…

Q: Gage Measurement P1 3 cm P2 40 mm P3 2 cm Determine the overage precipitation tor the above aato?

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Q: 4. A catchment has 40 ha of cultivated bunded good condition with C = 0.6, 20 ha of pasture in good…

A: In design of water conservation structures it is important to analyze the peak runoff estimation…

Q: Q. No. 50# The normal annual rainfall at stations A,B,C and D in a basin are 80.97, 67 .59, 76.28…

A: given:-

Q: In reference to the Table below: Day 2 3 4 5 6 7 Rainfall, mm 11 8 13 9 11 Water added, -5 -3 0 7 4…

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.