Based on the figure given, determine the removal efficiency of the settling column if the overflow rate is 0.012m/min.240 270 300 ti )Q Zoom65 - 74%55 - 64%75 - 84%85 - 94% Depth, m0.0100%90%1.050%60%2.080%70%3.0306090120150180210240270300time (min)

GIVEN OVER FLOW RATE SO ACORDING TO THAT PLOT A GRAPH

Answered: Based on the figure given, determine…

Engineering

Civil Engineering

Based on the figure given, determine the removal efficiency of the settling column if the overflow rate is 0.012 m/min.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: Given: g = 9.81m/s^2 W = 1100kg/m^3 Weight of beam AC = 0.08 kN/m Find the following: 1. Internal lo...

Q: Compute the Concrete mix proportion for a 1ftx1ftx1ft concrete box fc'=21MPA slump=75-100mm Nominal ...

A: As per ACI committee 211.1 method for compute concrete mix design: 1. Assuming 5%of results are allo...

Q: There are 3 vehicles observed in a 100 m section of McArthur highway. If the average time headway is...

A: Given data:Length of segment=100 mAverage time headway=4 sec

Q: Evaluate the failure of Engineer function in technology organization

A: Solution: in the modern era, the role of engineers has been significantly essential in the contribut...

Q: Bar AB is 60mm x 10 mm thick, E = 65 GPa, a1 = 9.5 x 10-6/°C. B) Bar BC is 20mm in diameter, E = 1...

Q: From the following figure, calculate the total area of Steel? COLUMN Y 10 - 250 2 m 2 m Select one: ...

A: Given Steel bar diameter, d = 10 mm Spacing, S = 250mm centre to centre Length, L = 2m = 2000 mm To ...

Q: 1. There are 3 vehicles observed in a 100 m section of McArthur highway. If the average time headway...

Q: Given the ff. data: Azimuth 150 36' 290° 49' 2370 58' 80° 43' Lines Distances АВ ВС CD 77.45 m DA 75...

A: Given traverse is ABCDEA and its line's azimuths and length of lines are also given. Let us assume,t...

Q: A Channel C6x13 is used as a tension member. The holes are for 5/8 inch in diameter of bolts. Using ...

A: Data Given: Channel Section = C6×13Bolt Diameter = 58 inchFy = 36 ksiFu = 58 ksiAg = 3.81 in2U = 0.8...

Q: Typical standard form of contract enables the contract administrator to approve the extensions of ti...

Q: Automobiles A and B are traveling in adjacent highway lanes and at t = 0 have the positions and spee...

Q: please

Q: In the figure shown, the initial velocity is 145 ft/s. Solve for "d". Vo 25° 5° B

A: In the figure shown, the initial velocity is 145 ft/s. Solve for "d".

Q: assume all structures are composed of frame elements (beams and columns), i.e. internal shear, bendi...

A: External indeterminacy (n se)=(Total number of external support reaction developed) - (number of ava...

Q: roportion a trapezoidal combined footing for uniform pressure under dead load plus reduced live load...

A: Footings are a significant piece of establishment development. They are ordinarily made of cement wi...

Q: Based on the geometry calculation of the drawn Mohr circle, what is the minor principal stress (ơ3) ...

A: Step : 1 Mohr’s circle :- It is a 2-D graphical method for plane stress problems. Mohr’s circle us...

Q: An 8m long steel column is pinned at the top and fixed at the bottom. The column is provided with la...

Q: 5.0 m 5.50 m 6.0 m 7.0 m 5.0 m (abo+SN) KN B C 144 KN 120 KN _96 KN IN R 5.0m 4.50 m 4.20 m

Q: -39. Use the portal method of analysis and draw th moment diagram for column AFE.

A: To find:- moment diagram for column AFE using portal method

Q: Homework2: Draw the network diagram by using AON technique for the following activities, define the ...

A: Given:- The time duration of the following activities are given:- Activity Preceding Activity Tim...

Q: A thin elastic wire has its both ends tied to two fixed holders and is completely immersed in a flow...

Q: Soil solids have a specific gravity of 2.71. Find the unit weight of the solid in English unit. (pcf...

Q: WT12 x 38 Longitudinal welds Given: Properties of WT12 x 38: A, = 11.2 in? ỹ = 3.0 in. b, = 8.99in. ...

A: This is one of the common types of forces transmitted in the structural system. The tension members ...

Q: Assume you are observing traffic in a single lane of MCArthur Highway at a specific location. You me...

Q: 5. Find the mean precipitation for the area shown by Thiessen polygon method. The area is composed o...

Q: 13. A 300mm diameter test well penetrates 27m below static water table. After 24 hours of pumping at...

A: solution Given well penetrates distance H=27mts Q=6.9litressec=6.9×10-3 m3secobservations wells are ...

Q: The figure shows a set up with a vessel containing a plunger and a cylinder. What is the pressure (P...

A: The values and diagram given in the question are as follows weight of plunger=10 pounds Area of cyl...

Q: As you can see on this equipment, an Engineer design a belts/pulley with 0.03m shaft and a shear key...

Q: determine the slope and deflection at point B of the beam shown using the area moment method. Use 3 ...

A: Area moment Theorem: It is method in structural analysis that is used to calculate slope and deflec...

Q: 1. A fluid having a kinematic viscosity v = 0.0004 m2/s flows in a 650m long pipe having a diameter ...

A: Given data:Kinematic viscosity, ν=0.0004 m2/sL=650 mD=20 mm =0.02 mV=2.5 m/s

Q: 4. What is the required development length, la, for straight anchorage of an uncoated #5 Grade 60 ba...

Q: given instant, there were 2400 vehicles counted at a specific point along the portion of the TPLEX. ...

Q: contractor needs 403 m3 of aggregate material for a highway construction project. The required dry u...

Q: A small one-story reinforced concrete building is idealized for purposes of structural analysis as a...

Q: The SLEX was designed to carry a free-flow speed of 50 kph and a capacity of 4000 veh/hr. At a certa...

A: Given, Free flow speed (uf) = 50 kph Capacity (qc) = 4000 veh/hr Flow rate (q) = 3600 veh/hr

Q: A steel column carries an axial load of 800 KN, a moment of 70 KN-m at the top and moment 49 KN-m at...

A: Given, E=2×105 MPaA= 13000 mm2L=3.6 mK=1Fy= 248 MParx=109 mmry= 94 mmSx= 1200×103 mm3Axial Load=800 ...

Q: A simple curve has an l= 38° 12' and D= 7° 00'. Calculate the equivalent external distance and middl...

A: Solution Given intersection angle I=38°12'so deflection angle will be 180-I=141.8°degree of the curv...

Q: A water supply system is being designed to serve a new community with an expected population of 28,0...

Q: An electrical worker stands in the bucket that hangs from a pin at end D of the boom of the cherry p...

A: To find internal force at point E

Q: Following are the results of a filed unit weight determination test on soil with the sand cone metho...

Q: 6. A cantilever beam subjected to uniform variable load, if the beam is made of I Beam having a dime...

A: In cantilever beam, maximum deflection will occur at free end (point B). By using virtual work metho...

Q: (a) the modulus of elasticity in GPa for the Aluminum B) the proportional limit in MPa for the Al...

A: Given data in question Stress strain curve for mild steel and aluminum Guage length To find out E...

Q: A wooden log is to be used as a footbridge to span a gap. The log is required to support a concentra...

Q: The diameter of the tube is 3.020mm. The surface tension of water at 20°C is equal to 0.070, For a w...

Q: Kerosene has a specific weight of γk = 51.1 lb/ft3 and benzene has a specific weight of γb = 56.2 lb...

Q: Topic: Elements of a Horizontal Simple Circular Curve Question: Sketch a simple horizontal curve de...

Q: etermine the support reactions if the flexural rigidity of the eam is constant throughout the span.

A: According to given data

Q: A Channel C6x13 is used as a tension member. The holes are for 5/8 inch in diameter of bolts. Using ...

Q: 1. A simply supported beam carrying trust made of acacia. Determine the most economical size of beam...

Q: A WT 8×13 of A992 steel is used as a tension member. The connection is with 7/8-in. diameter bolts a...

Concept explainers

Principles of Seepage

In hydrology, when water flows down in a pore or crack of unsaturated soil due to gravity, the deep layer of soil is called seepage. It is the slow movement of water in the soil layer. Seepage is mainly found near hydraulic structures and is responsible for the stability of earthen-type hydraulic structures.

Question

Based on the figure given, determine the removal efficiency of the settling column if the overflow rate is 0.012
m/min.
240 270 300 ti )
Q Zoom
65 - 74%
55 - 64%
75 - 84%
85 - 94%

Depth, m
0.0
100%
90%
1.0
50%
60%
2.0
80%
70%
3.0
30
60
90
120
150
180
210
240
270
300
time (min)

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 1 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Determine the wetting angle for a liquid with specific gravity of 13 from the positive y direction expected in a 0.08-in diameter tube if the surface tension is 0.0352 lb/ft and the capillary depression is 0.01908 ft.
5. The coefficient of permeability of a sand at a void ratio of 0.62 is 0.03 cm/sec. Estimate the coefficient of permeability at a void ratio of 0.48. Using Casagandre equation Using Kozeny-Carman equation Find the difference in the rate of flow using the results of “a” and “b” if i = 0.70 and A = 0.6 m2.
Calculate the number of settling tanks of 10 meters diameter that would be required to settle a raw water of 1795 m^3/hr given that the surface loading rate is to be 20m/d or less.
Assume gw= 10 kN/m3 or 62.5 pcf and Gs=2.7 unless stated otherwise for all the problems in this test.
In order to compute the seepage loss through the foundation of a cofferdam, flownets were constructed. The result of the flownet study gave Nf = 6, Nd = 16. The head lost during seepage was 19.68 ft. If the hydraulic conductivity of the soil is k = 13.12 x 10-5 ft/min, compute the seepage loss per foot length of the dam per day. a.1.9 ft3/day/foot length of the dam b.1.95 ft3/day/foot length of the dam c.1.39 ft3/day/foot length of the dam d.2.9 ft3/day/foot length of the dam e.2.25 ft3/day/foot length of the dam
Two rectangular settling tanks are each 8m wide 26 m long and 2.5 deep Each is used alternatively to treat 1800m3 ina 12 h period compute the surface overflow rate and dention Time
In a constant head permeameter with cross section area of 10cm2 when the flow was taking placeunder a hydraulic gradient of 0.5. the amount of water collected in 60seconds is 600cc.find thepermeability of soil..
Q1#: For the concrete Dam shown in figure, determine the total average seepage for the given permeable strata by drawing Flow Net. The detail dimensions are given on the figure. The head of water on upstream side is 6ft and on downstream side is 1ft. Assume of Nf= 3, Nd= 6 and rectangular flow elements. Use paint or graph paper. SIR PLS, GIVE ME PROPER AND CORRECT ANSWER WITH FULL DETAILS AND ALSO USE PAINT OR GRAPH PAPER. THANKS
For a homogeneous earth dam 32 m high and 2 m free board, a flow net was constructed with four flow channels. The number of potential drops was 20. The dam has a horizontal filter at the base near the toe. The coefficient of permeability of the soil was 9 × 10^–2 mm/s. Determine the anticipated seepage in m^3/s, if the length of the dam is 100 metres. a.0.98 b.0.120 c.0.054 d.0.045
Q1: For Setup shown: Soil I, A= 0.37 m2 , n=0.5 and k= 1 cm/sec, Soil II, A= 0.37 m2 , n=0.4 and k-0.5 cm/sec. Find and draw the total head (ht), the elevation head (he) and the pressure head (hp) for the points as shown below: i need solutions in 10 minutes please
A 300mm by 460mm rectangular pipe carries oil at 105 kpa absolute and 20c through 460m with an average velocity of 2.97 m/s. determine the loss and the pressure drop, assuming the pipe is horizontal and the size of the surface imperfections is 0.00055m.
Draw a Horton's Infiltration Curve, given this data: Given data: fo = 300mm/hrfc = 60mm/hr (assume t=60 is where fc becomes constant)assume k = 4.8/hr