6) A rectangular settling basin with dimension (LXWXH) 50m x 25 m x 5 m used to settle particles in 2.5 hrs. Determine the following: a The diameter of the circular tank have same discharge and same SOR with rectangular settling basin b) The settling velocity of the particles for 50% removal. c) Weir loading of rectangular and circular tank

Q: A settling basin is designed based on a surface overflow rate that can achieve a removal efficiency…

A:

Q: The weir shown below is 50 m long ● Draw a flow net for the flow under the weir Calculate the rate…

A: Given Data:The length of a weir is, The flow net for the flow under the weir:From the above figure,…

Q: If the efficiency of particles of diameter 0.05 mm and specific gravity 2.65 is 88%, then find the…

A:

Q: 1. You are to design four sedimentation basins which operate in parallel. The total flow influent,…

A: Q- 24 MGD B- 30 ft  L- 240 ft d- 10 ft  μ= 2.73 ×10-5 lb/sec/ft2 T=50° ν= 1.41×10-5 ft2/sec s=1.6 To…

Q: two sedimentation tanks operate in parallel. The combined flow to the two tanks is .1 m^3/s. the…

A: Total flow in parallel tank is equal to sum of flow in each tankFlow (Q) = Volume/detention…

Q: Step 1 LiW: H = 10:1:3 Valome lokx1xX 3と %3D = 3ox3m3 8= 1080 mm |br Detention thme ='15 mmute aj…

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Q: D) Design the circular sedimentation with the same SOR of rectangular sedimentation tank with…

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Q: Solve all reactions and Pin reactions

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Q: A detention pond is designed to achieve 100% removal of 0.1 mm fine sand particles at the design…

A: Since a detention pond is designed to achieve 100% removal of 0.1 mm fine sand particles at the…

Q: A silt particle with a density of 2500 kg/m3 and terminal settling velocity (vs) of 1.9 m/hr is…

A: The given data is shown below:

Q: If the efficiency of particles of diameter 0.05 mm and specific gravity 2.65 is 88%, then find the…

A:

Q: unconfined aquifer which is 33.2 m thick. The drawdown at the pumping well is 1.34 m and the…

A: According to given data  A 0.34 m diameter well fully penetrates an unconfined aquifer which is 33.2…

Q: A circular sedimentation tank with weir overflow rate as 150 mº/m/day is handling 20 MLD. The…

A:

Q: A detention pond is designed to achieve 100% removal of 0.1 mm fine sand particles at the design…

A: Given in the Question: Fine sand particle diameter = 0.1mm Design flow rate  = Q Pond Flow rate= 2Q…

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.