4- A moderately curved channel with a slightly rounded non-cohesive bed material with a diameter of d50 = 25 mm carrying a discharge of 30 m³/s. The longitudinal slope of the channel is 0.001 and the side wall slopes are designed to be 60% of the angle of repose of the bed material Note: Use the Strikler's formula to calculate Manning's value. Use the Swammy and Mittal's formula to estimate the critical shear stress. Use the free board depth of 0.5m. a) Design the channel using the tractive force method for a Bo/y ratio of 20 b) Design the channel using the most efficient hydraulic section c) Discuss about the channel stability and erosion for both designs in parts a and b Strickler (Chow, 1959) proposed a correlation between the mean diameter of bed material, dao, and the Manning's coefficient as: n = 0.039d506 Swamee and Mittal (1976) proposed an explicit equation to express the Sheild's curve defined as: 0.409d² (1+0.177d2) T = 0.155+.

Q: please solve the problem in the picture, final  answer is 233KN/m

A: Step 1: Determine maximum moment, M ( For simply supported Maximum moment is located at midspan so…

Q: According to the general shear stress formua, shear stress distribution on a rectangular crosss…

A: This question is related to the Solid Mechanics from Civil Engineering. Given Data -   Crosss…

Q: A groove is machined into the circumference of a steel shaft held in cantilever and supportin bevel…

A:

Q: A rectangular rosette gives the following strain readings: o = 8 x 10-4, E45 = 11 x 10-4, and E90 =…

A: Strain readings-ε0=8×10-4ε45=11×10-4ε90=-15×10-4 To find-

Q: A point within an embankment slope has a vertical normal stress (v) of 100 kPa, a horizontal normal…

A:

Q: 4- A strip load of q= 100 lb/ft² is applied over a width, B=10 ft. Determine the increase in…

A: This question is related to the Soil Mechanics.

Q: 4. Determine the reactions at the roller E and pin Fif force 130 Ib is located at point A as shown…

A: ξ Fx=0          Fx=130513        Fx= 50 lb → 1ξ Fy=0

Q: Determine the shear stress at points A, B, C and D for the following section. Also determine the…

A: Given V=10KN To find shear stress at point A,B,C and D

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.