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Q: 60cm Waw A 23cm 6- 16cm SG=08 20cm 20cm SG= 13.6 SG=136 Given heights: 60cm, 23cm, 16cm, h, 20cm, 20…

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Q: 3. Calculate the moment of inertia of the shaded area about the x and y axes. 100 + 100 50 50 -75 75…

A: Concept Here we will use parallel axis theorem to calculate the moment of inertia.

Q: 3. Calculate the moment of inertia of the shaded area about the x and y axes. 100 + 100 50 50 -75 75…

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Q: If Block B travels when it is released from rest to the point that the speed becomes 3m/s. What is…

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A: Dot plot is used to represent a quantitative data and each dot in the plot represents a value. For…

Q: 1. Complete the differential level notes shown below, perform the customary arithmetic check,…

A: Formulas Used: 1.Mean Rdg= (Upper + Middle + Lower ) Rdg/ 3  2.S = (Upper - Lower) Rdg  3. H.I =…

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Q: 1. Complete the table below 田 Station BS HI FS IFS Elevation 00+100 8.35 850 1 4.56 7.5 3.68 4 5.55…

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Q: Storm Sequence Time units Precipitation (in.) Hydrograph Time units Flow (cfs) Time units Flow (cfs)…

A: Given  Effective precipitation= 1.5 in

Q: Determine the x-coordinate of the centroid of the shaded area by integration.

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Q: Which of the following most nearly gives the total degree of indeterminacy? 105 130 36 O O 55

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Q: The following elevation-area-snow-water-equivalents have been measured in a certain catchment:…

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Q: Find the perimeter of the shaded region if d1 and d2 are equal to 24 and 18 units, respectively. d2…

A: Diameter of bigger circle = 24+18 = 42 unit Now, perimeter of shaded region = (perimeter of…

Q: y 50 mm x' 30° 450 mm 350 mm 50 mm 50 mm 300 mm

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Q: Briefly discuss the characteristics of Figure 7.4 in May’s textbook.

A: Given data- A contour map from Santa Monica Freeway Surveillance system given. To Find- The…

Q: =if LL-30 and PL=10 then Pl 22 O 12 O 20 O 15 O 16 O

A: Given data,  Liquid limit = 30% Plastic limit = 10% To determine Plasticity Index = ?

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Q: The following is a page of an old level field book, in which some of the missing entries are shown.…

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Q: 20 mm 75 mm 10 mm 37.5 mm 37.5 mm

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Q: BACKSIGHT FORESIGHT STA HI ELEV HAIR RDGS MEAN RDG S HAIR RDGS MEAN RDG S 3.258 BM20 3.015 532.1234…

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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.