HYDROLOGYInfiltrationUSE 3 SIGNIFICANT FIGURES IN FINAL ANSWER Calculate the 4-week soil moisture flux in cm/daybetween based on the following data. You can use thetable below for your summary of answer.ABz1 (m)0.90.80.7z2 (m)2.12.01.9K = 250( – v) -21"Summary of Answer:Suction HydraulicHead 41 Head 42 Conductivi DifferenceSuctionНeadTotal Head Total HeadMoistureWeekh1 at z1h2 at z2Flux (q)at z1at z2ty (K)(h1 -h2)cmcmcmcm/daycmcm/daycm1-145-2302-165-2353-130-2404-140-240Compare and make conclusion for results of A, B and C.

Soil moisture flux is the amount of water that is passing across a soil cross section. It is…

Calculate the 4-week soil moisture flux in cm/day between based on the following data. You can use the table below for your summary of answer. B C z1 (m) 0.9 0.8 0.7 z2 (m) 2.1 2.0 1.9 K = 250( – v) - 2.11 Summary of Answer: Hydraulic Head 41 Head 42 Conductivi Difference ty (K) Suction Suction Неad Total Head Total Head Moisture Week h1 at z1 h2 at z2 Flux (q) at z1 at z2 (h1 -h2) cm cm cm cm cm/day cm cm/day 1 -145 -230 -165 -235 -130 -240 4 -140 -240 3.

Calculate the 4-week soil moisture flux in cm/day between based on the following data. You can use the table below for your summary of answer. B C z1 (m) 0.9 0.8 0.7 z2 (m) 2.1 2.0 1.9 K = 250( – v) - 2.11 Summary of Answer: Hydraulic Head 41 Head 42 Conductivi Difference ty (K) Suction Suction Неad Total Head Total Head Moisture Week h1 at z1 h2 at z2 Flux (q) at z1 at z2 (h1 -h2) cm cm cm cm cm/day cm cm/day 1 -145 -230 -165 -235 -130 -240 4 -140 -240 3.

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

Hi Please try to solve Last time you solved this problem but result is incorrect.
please show step by step calculations for the attached question. also, please show equations used
Wastewater pipe with 70 m length, 4% slope, n= 0.014, d/D is 0.65 and 10" diameter, estimate the followings Vp/Vf= Qp/Qf= m/sec Vfull= m/sec Qfull= Liter/sec Vp= m/sec Qp= Liter/sec
answer the four bits given in image. please solive them.
4.4.If an industrial plant is generating wastewater containing 350 mg/L of lysine [HO₂ CCH (NH2) (CH2)4 NH2], the C-ThOD required is around: a) 538 mg 02/L b) 759 mg 02/L c) 642 mg 02/L d) 862 mg O₂/L 4.5.A circular clarifier has a diameter of 60 ft. If the primary effluent flow is 2 MGD, what is the surface overflow rate in gpd/ft²? a) 1080 gpd/ft² b) 708 gpd/ft² c) 845 gpd/ft² d) 777 gpd/ft² 4.6.A stream with a velocity of 0.5 m/s, de-oxygenating rate of 0.2/day, and re-oxygenation rate of 0.3/day. The ultimate BOD in the discharge point is 30 mg/L. The stream is in a saturation level before outfall with a temperature of 20°C. Assume same temperature, what is the DO in 5 km d) 12.3 mg/L downstream? a) 8.4 mg/L b) 9.1 mg/L c) 10.2 mg/L
Environment Engg. Civil A surface water treatment plant operates round the clock with a flaw rate of 35 m³/min. The water temperature is 15°C and Jar testing indicated and alum dosage of 25 mg/l with flocculation at a Gt value of 4 x 104 producing optimal results. The alum quantity required for 30 days (in kg) of operation of the plant is
T Settled sludge and filter wash water from water treatment are thickened in Problems 703 clarifier-thickeners prior to mechanical dewatering. The settled sludge volume is 1150 gpd with 1.0% solids, and the backwash is 9800 gpd containing 500 mg/l of suspended solids. Calculate the daily quantity of thickened sludge, assuming a concentration of 3.0% solids
The 550-bed Atlanta Hospital has a small, activated sludge plant to treat wastewater from the hospital. The average daily hospital discharge is 1.50 m3 per day per bed, and the average soluble BOD5 after primary settling is 450 mg/L. The aeration tank effective liguid dimensions of 10 m x 10 m x 5 m. The plant operating parameters are as follows: MLVSS - 2,600 mg/L; MLSS - 1.20 (MLVSS); Settling sludge volume after 30 min. = 200 mL/L. The F/M ratio is nearly?
The specific gravity of particles in wastewater is 2.7 and the kinematic viscosity of water is 1.02x10-2 cm2/s. Compute the required area of tank for removing particles of size 0.07 mm if wastewater is flowing at the rate of 0.2 m3/s in a settling tank.
Ma E-Hearning sanvices SQU Libraries SQU Portal Attendance This course► 100 m R1 2.00 on R2 R3 R5 R4 R8 R7 R6 R9 -LLL Dry Cleaner J. Gas Station Oil UST R10 If aquifer hydraulic gradient, hydraulic conductivity and effective porosity are found to be 0.4, 0.33 m/day and 0.25 respectively, determine how long the Benzene have been in the aquifer (in years)? 1 year 365 days Answer Time left c
i need the answer quickly
C. What is the concentration UI SUINUS 5. Determine the size (diameter and depth) of the secondary clarifier (s) at a municipal activated sludge treatment facility: The wastewater flow is 25,000 m³/d, the recycle ratio (recycle sludge flow/wastewater flow) is 0.25. The suspended solids concentration is assumed to be 2500 mg/L in the activated sludge tank. The over flow rate is 50 m3/d- m2 and solids loading is 125 kg/d-m2. Estimate detention time if the depth is 4.5 m. What would be the weir loading? Department of Civil & Environmental Engineering P.O. Box 519 Mail Stop 2510, Prairie View, Texas 77446 w.pvamu.edu Phone (936) 261-1660/1665(dept) Fax (936) 261 1662 Ensuring o Using Zoom o