GIVEN: G.=-3.5% ELEV V = 71.50 L= 800 m G. = + 4.5 % STA V= 10 + 00

Q: What are the values of coefficients a and c if velocity distribution in a laminar boundary layer on…

A: Given- laminar boundary layer-velocity distribution-fn=uUo=a+bn+cn2+dn3where,n=yδ

Q: Question 1 A steady, incompressible, two-dimensional velocity field is given by V = (-0.65 – 1.3x) i…

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Q: Question 2 Refer to Figure 2 below. If the water surface elevation in reservoir B is 110 m, what…

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Q: 50 kN/m, 3.0 m 60 kN 3.0 m A

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Q: 17. The velocity of the water flow which is formulated by V=Q/A will logically tend to a. Occurs in…

A: Given data in question  Velocity of water Continuity equation To be discussed  Continuity equation…

Q: Determine the most economical section of a rectangular channel carrying water at the rate of 0.4…

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Q: A rain gutter is subjected to a 30# force at C as shown. Determine the moment developed about A and…

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Q: Figure 2 50 kN 20 kN/m A TD B 2m 2m 3m

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Q: Q1)) The reservoir has the following data: Evaporation by mass transfer = 4.5 mm/day Emitted solar…

A: Given-  Evaporation by mass transfer = 4.5 mm/day  Emitted solar radiation = 7.25 MJ/m2.day…

Q: E F P 3 m D 3 m 3 m 3 m P1 P.

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Q: the water table the ground sur change in the e the bottom of t m^2?

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Q: 10 kN/m solve use slope 10 kN/m 8 kN/m A ID deffliction method B o00 4 m 4 m 4 m

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Q: Void ratio e = 0.78 Water content w = 12% %3D Specific gravity G, = 2.68 %3D

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Q: 10 kN 25 kN/m 30 kN/m 1.0m |1.0m 1.0m L.0m 3m

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Q: Problem 4.47 What is the gage pressure in kPa at point A? (a) 25 (b) 20 (c) 15 (d) 10 (e

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Q: Find pressure value Force=2.11 N Area 0.223 m2

A: Given data-  Force (F) = 2.11 N  Area(A) = 0.223 m²

Q: expansion transition for a canal by Mitra's Consider the following data while designing an method:…

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Q: resultant couple moment. 10 kN 4 3. 4 m- 1 m B 1 m 3 45 10 kN

A: Couple moment is the Force multiplied by perpendicular distance between them.

Q: 200 kN 200 kN C A B D 3 m 3 m 3 m 3 m 21

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Q: SG = 0.90 Determine the elevation difference, between the water levels in the two open tanks shown…

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Q: Figure Q-c: T 3 m 5 m 4 m G₁= 2.66 e 0.5 Gs 2.71;e= 0.75; S = 50% Groundwater table G₁ = 2.72 e=0.95…

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Q: 120 kN 4.5 m 3 m 1.5 m 2 m c 2 m E 2 m 60 kN

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Q: What is the verfical displacement at: B? Yp=? Cin mm what temperature change will causse zero ·AT =…

A: Rods 1 & 2 are in series hence they will be subjected to same tensile force

Q: 6 kN 2 kN/m 4 kN A 3 m 1.5 m 1.5 m

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Q: (Continued) what is McB? 30 kN/m [A В C 4 m 5 m

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Q: Problem 2:Estimate the height to which water will rise in a capillary tube of diameter 3 mm. Use o =…

A: The clean water creates a contact angle of 0° with the capillary wall.

Q: Note: q = 19 kN/m P = 85.50 kN

A: Figure is as shown

Q: Determine the most economical section of a rectangular channel carrying water at the rate of 0.4…

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Q: Refer to Figure P6.8. Using the procedure outlined in Section 6.8, determine the average stress…

A: Given:- To find:-  average stress increase in the clay layer below the center of the foundation due…

Q: 10.33 Water (10°C) flows through a 25 cm smooth pipe at a rate of 0.05 m³/s. What is the resistance…

A: Given , diameter of smooth pipe d=50cm Discharge(Q) = 0.05 m3/s Q = A V Where, A = Area of flow…

Q: 3 m 5 kN/m 2 kN/m 61

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Q: Layer 1: Thickness (ft) = 20; coef. of permeability (mm/s) = 10(-1) Layer 2: Thickness (ft) = 5;…

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Q: 3 kN 0.5 m 1.5 m 8 kN/m

A: Draw the figure.

Q: outflow 0.50 m water Saturated Unit Weight = 21.08 kN/m^3 3.50 m A

A: solution  as the flow is in upward direction  so there will be seepage loss  but as the point A is…

Q: Determine the force in each member of the truss shown.

A: Compressive stress is the force that deforms the material in a way that reduces the volume of the…

Q: 10 kPa B 0.4 m |+0.5 m++0.5 m++0.5 m+0.5 m- Soil A 1 m Exit Datum 0.75 m 0.5 m FIGURE P6.2

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Q: Compute for the Bend Allowance and K-factor. 1. 213.06 Leg Length 1 84.11 R30 BA - Leg Length 2

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Q: 8. The ratio of bed slope and the slope of energy line is 2, calculate the value of slope of energy…

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Q: square tank 1.20m on each side,3m deep is filled to a depth of 2.70m with water. A WOODEN CUBE…

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Q: 2. Water is flowing with velocity 2.2 m/s in a 50 mm diameter 90° close radius bend. Determine the…

A: As per guidelines we need to answer only first question so please repost rest questions separately.

Q: B 15 kN→ 20 kN E E D 3 m 3 m E 3 m

A: The span length = 3m and there are 2 spans. There are two supports. One support is pin jointed and…

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: 100 KN 150 KN 4.00 meters 5.00 m 4.00 meters 2.00 meters 2.00 meters Joint Horizontal Component…

A: To Determine Horizontal and vertical components at A and E and Force in member Bc and BD

Q: 7. Water at 20 degrees Celsius flows at a rate of 0.05 meters cubed/s in a D-20cm asphalted…

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Q: 1200 kN 400 kN Clayey SAND y = 17.5 kN/m³ 1.5 m Ysat = 18 kN/m³ %3D c' = 30 kN/m?, o' = 28° 4.5 m…

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Q: 1. Determine the vertical displacement at A. a. 0.4486 inches | b. 0.6402 inches ! c. 0.7215 inches…

A: To determine the vertical deflection at various locations for a given statically determinate beam.…

Q: 3. An opening gate was installed in an irrigated land drainage system automatic to avoid flooding,…

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Q: Compute for the unknown pressure at A. (h1= 90 cm; h2= 150 cm; h3=h4= 65 cm). SG salwater = 1.024…

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Q: A measurement was recorded as 2020.1312 m on a hilly land with a slope of -4% with a 50 m tape,…

A: Calculate correction for slope Cs=L(1-cosθ)Cs=2020.1312×1-cos2.29oCs=-1.6133m Calculate for…

Pricing Excavation and Backfill

Backfill, in construction, is the activity of returning the soil and gravel that are removed during building construction or using them again to toughen and support the foundation of the building or any other structural component.