Porosit, n = 0.3 Hydraulic conductivity, K = 1 m/day protected wetlands D. 5 h=90m с El water table contaminated site E! A B h=120m 150 100 50 ELEVATION (m a.s.l) h=110m h=100m 0 50 100 150 200 DISTANCE (m) on the graph below, schematically sketch the volumetric discharge, Q, specific discharge, q, and seepage velocity, v along one of the two middle flow tubes. Explain the graph. Q, q, v Distance along a flow tube 0

Porosit, n = 0.3 Hydraulic conductivity, K = 1 m/day protected wetlands D. 5 h=90m с El water table contaminated site E! A B h=120m 150 100 50 ELEVATION (m a.s.l) h=110m h=100m 0 50 100 150 200 DISTANCE (m) on the graph below, schematically sketch the volumetric discharge, Q, specific discharge, q, and seepage velocity, v along one of the two middle flow tubes. Explain the graph. Q, q, v Distance along a flow tube 0

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 manufacturing facility that manufactures printed circuit boards puts washwater that was used to wash solvents from the circuit boards into a septic tankwhich discharges into ground water. The wash water contains 7.34 mg/L of dissolved trichloroethylene (TCE). The daily rate of discharge is 13.6 m'/day. Theunderlying aquifer has an average linear groundwater velocity of 0.34 m/day.The discharge has been going on long enough so that steady state conditionshave been reached. Assuming no degradation of the TCE, what is the concentation at a monitoring well located 22 meters downgradient of the septic tankdischarge (* = 22 m, y = 0 m)? Assume a value for b.
Water at 20C with a density of 0.9982 g/cc and a viscosity of 1 cP is flowing from an open reservoir throught he piping system below and assumed to be discharged at an atmospheric condition. The piping system is composed of 3 m - 3” schedule 40 pipe with a standard gate valve wide open installed and 6 m - 2” schedule 40 pipe. The reservoir has a level of water of 3.5 m. Calculate the average volumetric flow rate in liters per minute. (Use equation 6-37 of Perry’s Handbook (9th edition) to calculate for fanning friction factor).
Water at T� = 25∘C∘C is drawn from an underground detention tank and discharged into a drain using a 9-mm-long pipe and pump (Figure 1). The pipe has a diameter of 100 mmmm and a friction factor of f� = 0.02. The atmospheric pressure is 101.3 kPakPa. The velocity through the pipe is 4 m/sm/s and hℎ = 2 mm. Neglect minor losses. Determine the available NPSH. Express your answer using three significant figures. Determine the required NPSH. Use the pump performance curves shown above. Express your answer using two significant figures.
the system consists of 1000m of 50mm cast iron pipe, two 45° and 4 90° flanged long radius elbows, a fully open flanged globe valve, and a sharp exit into a reservoir. Water flows at rate of 4.5 L/s from pt. 1 to the reservoir whose free surface lies 100m above pt.1. Kinematic viscosity is 1.02x10^-6 sqm/s and f=0.035. compute for: a.) reynolds number b.) total head lossv(m) c.) gage pressure at 1 to deliver water into the reservoir (kPa)
8. An oil having specific gravity of 0.85 and a kinematic viscosity of 1.8x10-5 m2/s flows in 10 cm diameter pipe at 0.50 liters/sec. What type of flow is it? a. Critical b. laminar c. turbulent d. sub-critical
Given:Q = 28 lit/sKc = 0.40Kb = 0.5Ke = 0.40Pipe diam = 10 cmFriction factor = 0.037 1.) From the given data of Figure 1: a) Calculate the value of H. b) If a straight pipe is used from A to B, determine the new value of the discharge in lit/sec.
2.A 25–mm diameter commercial steel pipe,50 m long,isused to drain an oil tank. Determine the discharge whenthe oil level in the tank is 5 m above the exit of the pipe.Neglect minor losses and assume f = 0.12.
After conventional filtration, the filtered water with turbidity less than 0.5 NTU, pH =7 and T=5 C on a day when the peak hourly flow is 4.0 mgd (million gallon per day). After filtration, the water is chlorinated in a contact with hydraulic characteristics shown in Figure 11.20 b. What is the applied chlorine dose if free chlorine is used for disinfection?
Cooling water having a density and viscosity of 998 kg/m3 and 0.95 cP isflowing thru a 25-mm med. wt. steel pipe (I.D. = 0.0272 m). The pipeline isequipped with a venturi meter of 10 mm throat diameter and a U-tubemercury manometer. If the water flows at a rate of 25.0115 liters perminute, determine the corresponding manometer reading.
Determine the minimum distance a pump should be located below the water surface elevation (Zs) in order to avoid cavitation. The total friction head loss (hLf) is 0.04 meters, and the sum of all minor losses is 0.2 meters. The atmospheric pressure is 101 kPa and the water vapor pressure at 20º C is 2.3388 kPa. The pump required net positive suction head (NPSHR) is 12 meters.
An Engineer in charge of a reservoir has to release water from it for being picked at a distance of 50m km d/s side. The average width of the stream is 40m. The mean daily class A pan evaporation for that season is 0.5 m. estimate the mean daily evaporation loss to be considered by the engineer in releasing water in Ha-m. Take Cp= 0.7.why has the engineer taken note of evaporation and its measurement.
Fluid mechanis Read the question carefully, give me right solution The head loss (hf) in a 1200mm x 600mm pipe (therefore, non-circular) conveying water is estimated to be 0.04m for every 1 meter of its total length. If the said pipe is filled with water and its friction factor f = 0.032, what should be the discharge Q?