Compute and tabulate the values for the ∆, T, E, M, LC, Station of the PC and Station of the PT for the following highway curves: 3. Radius of 1650’ and a length of 635.44’, PI = STA 16+20.00’

Include Diagram

A flow of 2.0 m3 /s is carried in a rectangular channel of 1.8 m width at a depth of 1.0 m (section 1). There is an upward step of 0.18 m together with a contraction where b reduces to 1.4 m (section 2).

a) Draw the side view and top view of the channel described above.

b) Calculate the specific energy at section 1 and plot the specific energy curve. Show y1, E1, V1 2 /2g on the curve.

c) Find the water depth on the step (i.e. y2) and check the choking condition (i.e. state if choking occurs).

d) If choking occurs what is the necessary change in specific energy and depth at section 1 to overcome choking?

Calculate the pressure drop (ft of water) over a distance of 800 ft within a PVC pipe carrying 750 ft3/min of landfill gas at 115 ºF. The cross-sectional area of the pipe interior is 0.0884 ft2 (d = 4.026 in). Assume the pressure in the pipeline is close to atmospheric (13.6 lb/in2) and the molecular weight of the gas is 28 lb/mol. Assume the gas is incompressible and the viscosity at 115 º is 7.65×10^-6lb/ft·s. The pipe relative roughnessis 1.5x10-5. Use the Moody diagram

Discuss the actual bar diameter with their rib area results and explain the relevance, confidence or risks ir portends to design reinforced concrete concrete structures in bending in terms of tension area and interfacial bonding between steel bars and concrete. what are the relevant standards on this?

Prove that the temporary storage in a reservoir routing is given by the area between the inflow and outflow hydrographs. For triangular inflow and outflow hydrographs, derive a relationship for the detention storage as a function of inflow and outflow peak discharges and the base time of the inflow hydrograph.

a) Discuss the economic, aesthetic & structural importance of a flat plate slab.
b. Discuss the structural performance of a flat panel slab based on
-load increment
-span increment
-depth increment
-edge conditions
C. Discuss the conclusion & recommendations of a flat plate slab on the building industry of Botswana

Discuss the same question, a, b & c for a one way slab.

please write for me an INTRODUCTION ( in detail ) about Sieve Analysis of Aggregates .

Please use Computer Font.

Briefly elaborate on the concepts given below, each in maximum 300 words. There is no need to
include figures. Plagiarism checker is active.
Response spectrum analysis
Response history analysis
Modal analysis
Artificial earthquake records
Effect of “building irregularities” on seismic design

1. The ultimate BOD of a river just below a sewage outfall is 55.0 mg/L, and the DO is at a saturation value of 12.0 mg/L. The deoxygenation rate coefficient kd is 0.30/day, and the reaction rate coefficient kr is 0.90/day. The river is flowing at the speed if 52.0 miles per day. The only source of BOD on this river is this single outfall.

   1. Find the critical distance downstream at which DO is a minimum.

   2. Find the minimum DO.

   3. If a wastewater treatment plant is to be built, what fraction of the BOD would have

      to be removed from the sewage to assure a minimum of 5.0 mg/L everywhere

      downstream?

Provide a discussion on each of the following topics. When necessary, define the term, explain the term, discuss the purpose and use, and provide sample calculations.

[1] Live load and its variation with tributary area [Tributary Reduction Factor] for a column in a multi-story building.

[2] Design Principles for Structures, and the philosophies behind “Limit States Design”.

Multi-wells are used for dewatering at an excavation site. The dimension of the excavation pit is 150 m × 200 m. The height of the phreatic level above the impermeable layer before pumping is 15 m. The height of the phreatic level at the center of excavation pit after pumping is 6 m. The soil permeability k = 2.3×10-5 m/s. The wells have a diameter of 200 mm. Determine the number of wells required for this dewatering project

Vehicles arrive at a toll both starting at 7:00 A.M. at a rate of λ(t) = 5.1 – 0.05t [with λ(t) in veh/min and t in minutes after 7:00 A.M.]. The first operator processes cars at a rate of 3 veh/minute 7:00 A.M. until 7:15 A.M when the person leaves because of illness. From 7:15 A.M to 7:25 A.M, no one is at the toll booth but a new operator arrives at 7:25 A.M and processes at a rate of μ(t) = 8 + 0.3t [with μ(t) in veh/min and t in minutes after 7:25 A.M.]. Assuming D/D/1 queuing, what is the maximum queue length (in vehicles) and the average delay per vehicle?

A 2 by 4 wood beam (E = 2000 ksi) with an allowable flexural stress of 1200 psi is subjected to bending around it's strong axis. Determine the % increase in flexural moment capacity if the beam is reinforced by 2 0.25" steel (E = 30000 ksi) plates with an allowable flexural stress of 24000 psi at the top and the bottom of the beam respectively.