A water treatment plant treats 6000 m³ of water per day. As a part of the treatment process, discrete particles are required to be settled in a clarifier. A column test indicates that an overflow rate of 1.5 m per hour would produce the desired removal of particles through settling in the clarifier having a depth of 3.0 m. The volume of the required clarifier, (in m³, round off to 1 decimal place) would be

A water treatment plant treats 6000 m³ of water per day. As a part of the treatment process, discrete particles are required to be settled in a clarifier. A column test indicates that an overflow rate of 1.5 m per hour would produce the desired removal of particles through settling in the clarifier having a depth of 3.0 m. The volume of the required clarifier, (in m³, round off to 1 decimal place) would be

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

A settling tank having a depth of 3.5m and surface area of 1000m^2 is used to remove particle of size 0.01mm and specific gravity of 2.6 . Calculate the removel percentage of the tank for the discharge of 7000m^3 per/day. Take viscosity of water as a 1.1×10^-3 kg/ms.
The flow net constructed for the dam is shown in the figure below. Taking the coefficient of permeability as 3.8 x 10-6 m/s, the quantity of flow (in cm³ /s) under the dam per meter of dam is 6.3 m 17.2 m 9.4 m 1.6 m 50 m A A • A. V Impermeable stratum TXXX
Please give me both a and b solutions A settling tank with (L=6m, W=4 m , H= 4 m) treats a waste stream (60,000 l/min) and removes suspended solids with 200 micrometer diameter that have a settling velocity of 0.04 m/s. a. What is the removal efficiency of his tank? b. If a 100% removal efficiency is to be achieved, How long should the settling tank be?
What diameter would a circular clarifier have to be to remove 50 μm particles with 75% efficiency from a 4 MGD (million gallon per day) flow? Assume the particle specific gravity is 1.5 and the temperature is 10°C. Answer: 18 m
Q. Solve this seepage problem.
Please help I'm in hurry.
Which of the following is not a mode of field flow fractionation? a. Viscosity b. Sedimentation c. Flow d. Thermal
Gave wrong values earlier. These are the correct values A settling tank having a depth of 3.5 m and surface area of 1000 m2 is used to remove particles of size 0.01 mm and specific gravity of 2.6. Calculate the removal percentage of the tank for the discharge of 7000 m3/d. Take viscosity of water as 1.1x10-3 kg/m.s.
a. Compute the liquid limit.b. Compute the plastic limit.c. Compute the natural water content.d. Compute the liquidity index.