Use the conservation of linear momentum principle to derive one of the following:

a. The head loss formula for a hydraulic jump

b. The minor loss coefficient for a sudden pipe contraction

Briefly describe what you know about Ozone depletion and Global warming.and Name the major risks caused by a SOx on humans? -What air pollution control device is better in removing SO4? Draw the device and label all the important components.

1. How does the lateral movement of the roller support impact the measured vertical deformations?

2. Discuss the advantage of considering the extra available strength due to the plastic beam theory when designing structures.

Determine the removal efficiency of a “standard” cyclone that is being designed to remove 10 µm diameter particles with a density of 800 kg/m3 , using the following design specifications: • Cyclone barrel diameter = 0.50 m • Gas flow rate = 4.0 m3 /sec • Gas temperature = 25°C

Ans. 94.4%

1. Explain the formation of ettringite during a sulfate attack to concrete.

2. What is the alkali-aggregate reaction?

Please give a good explanation and a comprehensive answer.

Where in the asphalt layer, would you expect to find a tension crack forming(initiating) and why?

Project title: Connecting smart-high visibility clothing to construction site's network.

Need 6 summarize with the reference.

Calculate the head loss if the water is discharged through a 2,000 ft 8” steel pipe and a 1,500 ft 6” cast iron pipe at the discharge rate of 1.63 cfs;

The 8 inch pipe has a square-edged entrance; a swing check valve; fully opened gate valve; contraction (20 degree);

The 6 inch pipe has 6 - 45 deg. elbows; 2 - 90 deg. bends; 1 r=1 ft; 1 r=2ft.

Use Hazen-Williams equation to calculate the head loss of the straight pipes - C_h= 110 for steel and 120 for cast iron. Also list the minor loss coefficient

Philosophical/Engineer Question

Q1: Is discipline a responsibility?

Q2: Are consumers rational people

Q3: Is safety determined by the amount of allowable risk?

Q4: Is the NSPE Code of Ethics written in order of importance?

Q5:How is the code of ethics established for engineers?

The undrained strength of a clay is 1.2 kips/ft2 , the water table in 4 ft below the ground surface, the total unit weight of the clay is 118 lb/ft3 , and a round shallow foundations with a diameter of 4.25 ft is placed at a depth of 10 ft supports a column load. a. Use a factor of safety of 2.8 and compute the safe column load on the foundation. b. An excavation near the drilled shaft removes the soil down to the water table. What is the effect on the factor of safety? (Hint consider what the physical meaning of the components in the Hansen equation. Which component is impacted by the excavation?)

a. Explain the factors based on which the nominal cover for the reinforcement is decided.

b. What the value of k indicates in the calculation for area of steel and what if the value is k=0.268 in the design of slab.

c. What provisions will you implement if the slab becomes unsafe in the check for shear

*according to Extracts of BS8110

Given the following vertical curve data: PVI at 19+ 00,L= 500 ft,g1= +2.5%,g2= -1%, and elevation of PVI = 723.86 ft.Compute the elevationsof the curve summit (i.e. high point)andfullstations.Assume that all symbols have their usual meaning.

Advantages of satellite remote sensing over other methods of data collection?

Identify proper use cases in Systems Engineering for forward and backward chaining. Describe the application and anticipated professional impact.

Ex if std no: 1abcde, 161667 (a=6, b=1, c=6, d=6, e=7)
In my case std 174702

Q1) Design a concrete mixture proportions which will be used for offshore concrete platform. Norway is a world leader on offshore concrete platforms with 1a of the world’s 30 larger offshore concrete structures located on the Norwegian continental shelf. The first of these platforms where the Ekofisk Tank installed in 1974 and the last was Troll gravity based structure installed in 1996. The Sakhalin project is located in a harsh and artic environment where concrete structures have proven excellent characteristics with a minimum of maintenance. 80 mm slump value is required for the Sakhalin project. 28-days concrete characteristic strength is 2b MPa. It is required that no more than 1 test result in 100 will fall below the specified strength. The fine aggregate has a fineness modulus of 2.60 and Zone 3. For Coarse Aggregate (Uncrushed): SSD Bulk Specific Gravity: 2.65, Absorption Capacity: 2.b %, Total Moisture: 1.c % and Dry Rodded Unit Weight: 1345 kg/m3. For Fine Aggregate (Uncrushed): SSD Bulk Specific Gravity: 2.70, Total Moisture: 3.d % and Free Moisture: 2 %. Cement: Portland Composite Cement, Specific Gravity: 2.97. For 0.e5 m3 of concrete, binder amount is calculated as 120 kg (Use ACI Method of Mix Design)