WATER RESOURCES ENGINEERING (CL)
3rd Edition
ISBN: 9781119625827
Author: Mays
Publisher: WILEY
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Chapter 4, Problem 4.5.4P
To determine
The flow rate in the galvanized pipe.
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3. A six-lane urban freeway (3 lanes per direction) is on rolling terrain with 10-ft lanes,obstructions 5 ft from the right edge of the traveled pavement and 8 ramps within 3 milesupstream and 3 miles downstream of the midpoints of the analysis segment. A directionalweekday peak-hour volume of 2800 vehicles is observed with 760 vehicles arriving in themost congested 15-min period. The traffic stream has 7% single unit trucks and 3%tractor-trailer trucks.a. Determine the density and the LOS.b. If instead of rolling terrain, the freeway segment has an incline of 4.5% for adistance longer than 2 miles, determine the density and LOS.
Go over all the learning objectives of the course for transportation engineering CE 3302?
: +00
Q
Draw the shear and moment diagram
by SECTION METHOD.
العنوان
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A-
5 kN/m
5m
-B
15m
35 AN
6kN.m
۲/۱
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- Draw the shear and moment diagram by SECTION METHOD. 5 kN/m 15m 5m 35 kN 6kN.marrow_forwardFig. P7.30 B PROBLEM 7.30 For the beam and loading shown, (#) daw the shear and bending moment diagrams, (b) determine the maximum absolute values of the bending moment.arrow_forward1. Use the unit displacement approach to develop the structural stiffness matrix for the structure shown in Figure 1, assuming that the axial stiffness of all three members are ΑΕ AE AE identical, i.e. (^)₁ = (^)₂ = (^) 3 = 150k/in. Then report the force-displacement matrix 1 L 2 equation that you need to solve to calculate the joint displacements. Partition the matrix equation based on unconstrained and restrained degrees of freedom, and highlight the components Fu, Rr, Au, Ar, Kuu, Kur, Kru and Krr. In this equation, show the constraints on Ar. Note a. All members are axial members so only horizontal DOFs are to be considered. b. Only showing the matrix equation will suffice for the final part. No need to solve for unknown displacements and reactions. However, feel free to compute them 20 k 1 2 20 k 3 3 2 4 L L Figure 1arrow_forward
- GANTT CHART Task Actual Actual R Dec 2 49 50 0 Mode▾ Task Name Duration Start Start Finish Finish Predecessors Successors N 5 Install Steel Structure 1 day? NA Mon 1/6/25 NA Mon 1/6/25 Install structural steel 1 day? NA Mon 1/6/25 NA Mon 1/6/25 beams at 5 in. below top of concrete elevation 51 Install steel decking 1 day? NA Mon 1/6/25 NA Mon 1/6/25 roof deck type "B, VLI,N, and NA" 52 Installl three and one 1 day? NA Mon 1/6/25 NA Mon 1/6/25 half inches (3.5) of lightweight concrete over one and one-half on composite metal decking 53 Erecting vertical 1 day? NA Mon 1/6/25 NA Mon 1/6/25 columns to support weight of floors 54 Install Roof decking 1 day? NA Mon 1/6/25 NA Mon 1/6/25 55 Install Base Plates 1 day? NA Mon 1/6/25 NA Mon 1/6/25 BP1-10 56 Install metal framing 1 day? NA Mon 1/6/25 NA Mon 1/6/25 57 Install floor beams and 1 day? NA Mon 1/6/25 NA Mon 1/6/25 decking 58 Install brick courses 1 day? NA Mon 1/6/25 NA Mon 1/6/25 below grading for brick ledge 59 59 Install Brick…arrow_forwardGANTT CHART Task Actual Actual R Mode Task Name Duration Start Start Finish Finish Predecessors Successors 79 Install Brick Veneer 1 day? NA Mon 1/6/25 NA Mon 1/6/25 exterior walls 80 Fill all voids around 1 day? NA Mon 1/6/25 NA Mon 1/6/25 glazing system perimeter with mineral wool insulation 81 Install cont acoustical 1 day? NA Mon 1/6/25 NA Mon 1/6/25 sealant all all adjacent walls/ and top/bottom of gypsum board assembly walls to floor/deck 82 Install all exterior windows and doors 1 day? NA Mon 1/6/25 NA Mon 1/6/25 83 Install stairs, ramps, 1 day? NA Mon 1/6/25 NA Mon 1/6/25 and walkways in entrances 84 85 86 87 rrrr Install handrails 1 day? NA Mon 1/6/25 NA Mon 1/6/25 Interior Work 1 day? NA Mon 1/6/25 NA Mon 1/6/25 Install Ceiling Grid 1 day? NA Mon 1/6/25 NA Mon 1/6/25 Electrical Rough in in Walls 1 day? NA Mon 1/6/25 NA Mon 1/6/25 88 Drywall and Finishes, 1 day? NA Mon 1/6/25 NA Mon 1/6/25 install interior walls and drywall 89 Install finish flooring 1 day? NA Mon 1/6/25 NA…arrow_forwardlink activities with predecessors and successors fill the durations column, actual start, start, actual finish , and finish start date is january 6,2025 as soon as possible help me with this!!!arrow_forward
- link activities with predecessors and successors fill the durations column, actual start, start, actual finish , and finish start date is january 6,2025 as soon as possible help me with thisarrow_forwardGANTT CHART T 148 f Task Actual Actual R Mode Task Name Duration 4 Start Start Finish Finish Predecessors Successors NS Provide shut-off valves 1 day? NA Mon 1/6/25 NA Mon 1/6/25 at all plumbing fixtures 149 Route 8" Overflow 1 day? NA Mon 1/6/25 NA Mon 1/6/25 drain piping above garage and drop down wall exposed to 1"-8" A.F.F 150 Install 3" underground 1 day? NA Mon 1/6/25 NA Mon 1/6/25 storm and sanitary piping 151 Install balancing valves 1 day? NA Mon 1/6/25 NA Mon 1/6/25 at all branches of hot water recirculation 152 piping system Installation of 1 day? NA Mon 1/6/25 NA Mon 1/6/25 Domestic Packaged Booster Pump BP-1 153 154 1+ 1+ Install Electric Water 1 day? NA Mon 1/6/25 NA Mon 1/6/25 Cooler Installation of 1 day? NA Mon 1/6/25 NA Mon 1/6/25 Domestic Water Heater In level 1,2,3 and Kitchen 155 Install DI Water System 1 day? NA Mon 1/6/25 NA Mon 1/6/25 156 Install Doemstic Hot 1 day? NA Mon 1/6/25 NA Mon 1/6/25 Water Circulating Pump 157 Thermostatic Mixing 1 day? NA Mon 1/6/25…arrow_forwardlink activities with predecessors and successors fill the durations column, actual start, start, actual finish , and finish start date is january 6,2025 as soon as possible help me with thisarrow_forward
- Q3: Three rods are connected and placed between rigid supports at A and D, as shown in Figure. The bars are initially unstressed at 20°C. After the temperature has been increased to 100°C, determine: (a) the normal stresses in the three rods, (b) the reactions at the supports, and (c) the displacements of points B and C relative to support A. Aluminum (1) A₁ = 1,200 mm² Cast Iron (2) Bronze (3) A₂ = 2,800 mm² A3 = 800 mm² E₁ = 70 GPa E₂ =155 GPa E3 = 100 GPa a₁ = 22.5 x 10-6°C a2 = 13.5 x 10 °C a3 = 17.0 × 10-6°C A Aluminum (1) Cast iron (2) Bronze (3) B C D 440 mm 200 mm 320 mm □ O ▷arrow_forwardProblem 3 - The School or Aeronautics is doing some weather evaluations using a helium-filled spherical balloon with a radius of 12 inches. The balloon and associated instrumentation weigh 0.1 lbf. Determine the terminal ascent velocity of the balloon if the air temperature is 60°F. The terminal ascent velocity is based on when the balloon's velocity is constant (no 4 Volume πρ Sphere 3 acceleration). The volume of the balloon is where r is the radius. Use a temperature of 60°F to determine the air properties. The problem is an iterative problem but limit the number of iterations to 2 and make sure you explain the solution process and the equations required. Although not required creating a free-body diagram may make solving the problem easier. Do not spend time trying to create the final numerical solution.arrow_forwardI don't want the solution to be from artificial intelligence. If the solution is sent from artificial intelligence, I will file a complaint to the application because I have an important studyarrow_forward
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