Design and sketch with using excel an arch for an arch dam. This particular arch is to be at elevation 1148.3 ft, and the width of the canyon wall at the elevation is 2132.5 ft. The maximum pool level for the reservoir r is to be 1312.3ft. Assume the allowable compressive stress in the concrete is 1400 N/cm2.

Q: Fill in the blanks with "Increase", "Decrease" or "remains constant":- 1)The topography of the site…

A: Since, the Question comprises of a number of parts and sub-parts, the solution for first three…

Q: АСTIVITY 129 KN 106 KN 1.8m 2.7m 1.3m 12KN/m A B MA 7.5m MB

A:

Q: Design a possible small simply supported rectangular concrete beam (door lintel) with a span of 1.5…

A:

Q: What will be the nature of surface of the flow of water is taking place ha oughness size (k) =…

A: Given Data, Roughness Projection, K =  0.1 mm = 0.1 * 10-3 m Wall shear stress, ?wall = 250N/m2…

Q: 2. A reinforced concrete beam having a width of 280 mm and a total depth of 600 mm is reinforced for…

A: Assume  Clear cover 20mm Stirrups dia 10mm

Q: Determine the maximum stress in the timber beam with the size of 120 x 370 mm.

A:

Q: Calculate the limiting height of a gravity dam having free board as zero and uplift pressure…

A: Given data- A gravity dam- Zero freeboard- Allowable compressive stress for concrete, f =250 ton/m2=…

Q: What will be the nature of surface of pipe if the flow of water is taking place having roughness…

A: Given data: Roughness size, k=0.10 mm Average shear stress at pie boundary, τo=250 Nm2 v=10-6 m2sec

Q: find the hydrostatic force acting on the 1 m wide cover ABC R=1.1 H=4.2 h2=2.5

A: Width = 1m R = 1.1 m h2 = 2.5 m H = 4.2 m Find the hydrostatic force acting on the 1 m wide cover…

Q: A 5 KN 5 KN 5 KN 5 KN 5 KN 1m 1m 1m 1m 1m 20 kN-m DRAW V&M DIAGRAM. SOLVE FOR V-MAX NEGATIVE, V-MAX…

A: Solution:*MB = M5

Q: solve in peaper

A: Resultant hydrostatic force Fw due to waterWater pressure at the base of the dam (Pw) = 0.5 * γw *…

Q: A reinforced concrete beam having a width of 280 mm and a total depth of 600 mm is reinforced for…

A:

Q: On the basis of arch-rib analysis, design an arch dam 137m high to span 226m wide U- shaped canyon.…

A: Given data:- Height of arch dam  h = 137 m Length of arch dam L = 226 m Allowable compressive stress…

Q: The cross section of a straight column is loaded by a compressive normal force of 48 kN. The pillar…

A:

Q: Reinforced Concrete Design-1 Develop design interaction diagram for 15″ x 15″ column reinforced…

A: Column--A column is a slender member held in vertical position  that helps in transferring load from…

Q: 2. Consider the simply supported box beam shown made of E-glass/polyester. (a) Take h= 2.5 b and t=…

A: 1)Trial dimensions are: as the specific dimensions are not given ,therefore assuming, b=230 mm…

Q: gate

A:

Q: The pipe is subjected to a wind loading that increases from WA= 12 lb/ft at its base to wg = 18 | a)…

A: The given data is: Outside diameter, D=4.8 in Wall thickness, t=3/16 in Calculating the inside…

Q: Using simple arch analysis, design an arch for an arch dam. This particular

A:

Q: . If the working stresses for steel and concrete are 345 MPa tively, determine the largest axial…

A:

Q: A dam 4m on top 18m at the bottom and 25m high has water 20m deep acting on its vertical sides.…

A: Top of dam = 4 m Bottom of dam = 18 m Depth of water level = 20m Depth of dam = 25 m The specific…

Q: Minimum design dead load for a 6mm floor fill (sand). a 0.015 kPa b. 0.023 kPa C. 0.0017 kPa D.…

A:

Q: 2. An existing rectangular beam has the following properties: b = 250mm d = 400mm fc=21MPa fy =…

A:

Q: What is the minimum width for the base of a dam 30m high if upward pressure beneath the dam is…

A: Depth of water = 30 m Depth of dam = 30 m Top width, b = 6 m Assume the bottom width be B To…

Q: A vat holding paint(sg=0.80) is 8 m long and 4 m deep and has a trapezoidal vertical ends, 3m wide…

A: The centroid of the trapezoid formula helps to calculate the centroid position of the trapezoid. A…

Q: Assignment 5: A rectangular brick pool was constructed using MU10 brick and M10 cement mortar with a…

A: approx height of wall

Q: 75-mm fill finish as 1. The second floor of a light manufacturing building is constructed from a…

A: Concrete slab thickness = 144 mmConcrete fill = 75 mmGypsum board = 11.1 mm

Q: Q- An inverted triangular section of width 300 mm and depth 250 mm fails when it is subjected to a…

A: Given Data Width of triangle section (B) = 300 mm  Depth of triangle section (h) = 250mm  Moment at…

Q: Determine magnitude of maximum in plane shear stress.

A: Given data,  For  a closed cylindrical tank filled with air having following data;  Pressure,p= 740…

Q: The figure below shows a concrete structure (concrete pit) of a canal. Calculate (a) the factor of…

A:

Q: 1- and the weight are the stabilizing forces in gravity dams. 2- In the empty reservoir conditions,…

A:

Sediment transport

Sediment transport or Soil transport is the movement of solid particles, usually due to the combination of gravitational forces acting on the sediment, and the movement of the liquid at which the sediment enters. Soil erosion occurs in natural systems where the particles are sandstones (sand, rocks), mud, or clay; the liquid is air, water, or ice; and the gravitational force that works to move particles to the landing surface. Sediment transportation or soil migration due to the movement of liquids occurs in rivers, lakes, lakes, oceans, and other bodies of water as a result of currents and waves. Transportation is also caused by glaciers as they flow, and to places on earth under the influence of wind. Soil erosion due to gravity alone is possible in most sloping areas, including hills, scarves, cliffs, and the continental shelf — the continental boundary of the slope.