he rainfall on five successive days on a catchment was 2, 6, 9, 5 and 3 cm. If the o-index

Q: he rainfall on five successive days on a catchment was 2, 6, 9, 5 and 3 cm. If the P-inc or the…

A: Direct runoff=Rainfall-ϕWe can see for day 1 and day 5 (2cm and 3 cm)Direct runoff≤0so, delete them

Q: Determine if an ASTM A992 (F, = 350 MPa; Fu = 450 MPa) W14x99 has sufficient available strength to…

A: See I am using here  Factor axial force = 1750 KN instead of 1180 Force = 335 kN instead of 225 KN,…

Q: Determine the reaction at B. 500 N 800 N-m 5 m -4 m 8 m

A:

Q: 1400 3800 4000 3600 BED ROOM KITCHEN 1400 2300 3800 BATHROOM 1500 DINING 3500 LIVING ROOM BED ROOM…

A:

Q: 2. Check the adequacy (safety) of the plank if a 6m wooden plank 50mm x 200 mm (Base x Height) is…

A:

Q: 13.2 Assume that the retaining wall shown in Figure 13.9 is frictionless. Determine the Rankine…

A:

Q: Determine the reactions at the supports A, B, and C; then draw the shear and moment diagram. El is…

A:

Q: clay of thickness 10 ft is drained on one side only. It has a hydraulic conductivity of h = 1.863 x…

A: Given:- t=10ft  h = 1.863 x 10-8in/sec coefficient of volume compressibility =mv = 8.6 x 10-4in2/lb.…

Q: 35 kN 200 mm cross-section 400 mm A -4 m- -4 m -4 m-

A:

Q: TEST II: DRAW THE ISOMETRIC VIEW 20 Mm 20 20 TOP VIEW 5. FRONT VIEW SIDE VIEW 20

A:

Q: A footing 2 m x 1 m exerts å of 150 kN/m2 on the soil. Assuming a load dispersion of 2 vertical to 1…

A:

Q: A cantilever one-way slab having a length of 2.8m is reinforced with 12mm tension bars spaced at…

A: The given data is shown below: Length=2.8 mDiameter of tension bars=12 mmSpacing=150 mmfy=345…

Q: If you obtained a drawing that contained Auto CAD polylines representing contours, what is the best…

A: Contour- Contour is an imaginary line on the ground surface that connects locations of equal…

Q: 66KN 5@2 m = 10 m

A:

Q: Problem 3: The 3m length reinforced concrete post with a cross section of regular pentagon has a…

A:

Q: C3-7. 3 kN 3 kN/m A B C |D 2 m -1 m- 1m- Prob. C3-7 C3-8. 20 kN 20 kN/m „B °C 4 m -2 m Prob. C3-8

A:

Q: What would be the most dominant specie contributing to alkalinity of water with pH = 8.8 if this…

A: Brief concept introduction- The alkalinity of water- The ability of water to resist changes in pH is…

Q: The void ratio of a clay soil sample M decreased from 0.575 to 0.510 when the applied pressure is…

A:

Q: For the moving loads crossing a 20 m span, compute the following : 20 kN 50 kN 90 kN n k 3 m 5 m…

A: As per bartleby guidelines experts are allowed to solve only first three parts. Please post…

Q: From the beam shown, fc' = 28 MPa, fy = 414 MPa, Bh = 1.20, Cc = 40 mm. Take D = 28 mm diameter…

A:

Q: A cantilever beam, having a length of 6.5 m, carries a uniformly distributed dead load of 10 kN/m,…

A:

Q: An axially loaded W250x73, 350W steel column carries factored compression, Cf =3350 kN onto a…

A: A section base plate is given when the segment is to remain on an autonomous substantial groundwork.…

Q: Deflection Angle Traverse The following are the measured deflection angles for a closed traverse:…

A: Given, Deflection angle of a closed traverse  97°05’ R, 152°18’ R, 96°13’ R, 22°15’ L, and 36°44’ R.…

Q: Determine the reaction at A. Set A as roller and B is pin. 1.2 kN/m ... 0.9 kN 0.75 kN/m 0.9 kN 0.9…

A: A loaded beam is given and it has been asked to determine support reactions at B. Please refer step…

Q: 2. A submersible pump to lift 24 m/h of water from a borehole with a 6 mm gravel pack requires a…

A: Q = 24m3/hour = 24/602 = 1/150 m3/s b (width of slot) = 50% of gravel size = 0.5x6 = 3mm = 0.003m L…

Q: A cube of metal with a height of 6.84 meters on each side floats in water. The specific gravity of…

A:

Q: 80 kN 60 kN BY D F 2.0 m E 1.5 m- 1.5 m- 1.5 m 1.5 m

A: truss : A truss is a rigid construction made up of nodes that connect parts such as beams. A truss…

Q: 2KH B Goo Coo E 600

A:

Q: A simply supported beam, having the following properties: 5.5 m length, Mcr = 30 kN-m, Ig =…

A: Given: 5.5 m length, Mcr = 30 kN-m, Ig = 7000x10^6 mm^4, Icr = 3000x10^6 mm^4, dead load = 5 kN/m,…

Q: 2. The volume of water needs to be reduced by 0.8%. What is the pressure required? Use E = 2.8 GPa.…

A:

Q: Link AB is to be made of a steel for 15 kN/m which the ultimate normal stress is 30° 400 MPa.…

A:

Q: 1.9 kN 0.9 kN 1.2 kN/m 0.75 kN/m A B 0.9 m 1.5 m 6 m

A:

Q: A cantilever beam, having a length of 7.0 m, carries a uniformly distributed dead load of 10 kN/m,…

A:

Q: Design B1, B2, B3, G1, G2, S1, and S2 of the floor framing plan shown, Given with factored loads,…

A: Given, lxx=3.5 mlyy=6 m D.L.=5 kN/mL.L.=10 kN/m Concretes compressive strength fck= 20.7 MPa Yield…

Q: Calculate the total area (m2) of a cross section using Trapezoidal Rule. Consider the following…

A:

Q: nt to know the settin

A: solution of above problem is below:

Q: A vertical road was designed with three tangent lines having a grade of -7.8%, 3.7%, and -2.1%,…

A: G1=-7.8% ,G2=3.7% ,G1'=3.7% ,G2'=-3.2%

Q: Through a very narrow gap of height h, a thin plate of large extent is pulled at a velocity V. On…

A:

Q: In a seismic hazard analysis, the magnitude of the earthquake (Richter's scale) is modeled with a…

A: Given data, Mean μ = 4.0 Standard deviation σ = 2.0 Observation point x = 9.0

Q: For a short period of time, the motor turns gear A with a constant angular acceleration of a…

A:

Q: 80 kN 60 kN DV F. 2.0 m E

A: Stability check :- Calculate Degree of static indeterminacy of truss DSI =(m+r) - (2j) Where, m is…

Q: Internal static analysis has both advantages and disadvantages.

A: Concept- Internal static analysis- Static analysis is an examination of the application's internal…

Q: A wood pole with a diameter of 10 in. has a moisture content of 5%. The fibe: saturation point (FSP)…

A: Given data: diameter, d = 10 in moisture content  = 5 % fiber Solution point = 30%

Q: Through a very narrow gap of height h, a thin plate of large extent is pulled at a velocity V. On…

A: To find out the position of plate,  a) Where shear force on two side of plate is equal.  b) Pull…

Q: Problem: A gravity dam in the figure carries water that is 12 m deep on its upstream side. The…

A: Answer Height of rectangular portion of base on left side is not given hence  considering its height…

Q: Design a footing with one side limited to 2.50 m for the following: 300 mm x 300 mm edge column, D=…

A:

Q: Calculate and illustrate the magnitude loading in kN/m

A:

Q: Draw the shear and moment diagram of the given beam. 40 kN 50 kN 20 kN/m 100 kN-m -3 m -2 m

A:

Q: Draw the complete shearing force and bending moment diagram for the beam shown in the figur Draw…

A:

Q: What cost savings did a cen

A: Prior to seeing whether it's ideal to pick concentrated or decentralized admittance control, we…

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.