Questions
· Assuming no earth atmosphere, what the expected temperature of the earth would be? How this...

  • · Assuming no earth atmosphere, what the expected temperature of the earth would be? How this temperature could be estimated?
  • · Most notable CO2 monitoring station is at Mauna Loa Observatory in Hawaii. Why the CO2 concentration changes with season during the year?
  • · With current rate of CO2 addition to the atmosphere, assuming this rate is constant, how long it will take to double the CO2 atmosphere concentration?
  • · What kinds of effect the global warming may have on the living environment of human being?
  • · List 5 important greenhouse gasses.
  • · What are the stabilization wedges? Can you list 5 of them?
  • · Under the Paris Agreement within the United Nations Framework Convention on Climate Change, what is the targeted temperature increase above pre-industrial levels the world try to limit to?

In: Civil Engineering

A prestressed concrete beam with a rectangular sectin 120 mm wide by 300 mm deep supports...

A prestressed concrete beam with a rectangular sectin 120 mm wide by 300 mm deep supports a a live load of 3 kN/m. The spanning over 6 m is prestressed by a straight cable carrying an effective prestressing force of 200000 N located at an eccentricity of 55 mm, the density of concrete 24 kN/m3. Find : (1)- The resultant stress distribution for the centre of span cross section of the beam (2)- the presressing force which can balance the stresses due to dead load and live load at the soffit of the centre span section

concrete
ahave answer after 30 minuts please

In: Civil Engineering

Please answer both parts of this question. Please answer both parts of this question. Question: a)...

Please answer both parts of this question.
Please answer both parts of this question.

Question:
a) The channel in question 2 now has a 0.3m high smooth extended shelf built across its base to cover a submerged pipeline but still carries 50m3/s. Plot the specific energy diagram for 0 < y < 4m and calculate the critical depth and minimum specific energy. What are now the two possible flow depths for a specific energy of 4m upstream of the obstructions?

Correct Answers are: (0.833m & 3.54m)

b) A grass-lined triangular channel has side slopes of 1 vertical to 5 horizontal and slopes at
1:1000 for a design flow of 4m3/s. What is normal depth? If water depth is 0.6 m when the discharge (flow rate) is 2m3/s. What is the Specific Energy? What is the Froude Number? Is the flow subcritical or supercritical? What is the critical depth? Classify the slope.

Correct Answers are: (1.14m, 0.606m, 0.46, subcritical, 0.22m, mild)

In: Civil Engineering

In the design of a multiple bay mill-type industrial building with a separate metal processing and...

In the design of a multiple bay mill-type industrial building with a separate metal processing and finishing shops, what is the buildability criteria which you will use to base the structural lay-out and design of the building? Explain in details.

In: Civil Engineering

A rectangular concrete beam of width b= 600 mm, is limited by architectural considerations to a...

A rectangular concrete beam of width b= 600 mm, is limited by architectural considerations to a maximum total depth h= 400 mm. It = 542 kN.m. Design the umust carry a total factored load moment Mflexural reinforcement for this member, using compression steel if necessary. Allow 75 mm to the center of the bars from the compression or tension face of the beam. Material strengths are ??′=27.6 ??? ??? ??=413 ?? ?.
Select reinforcement to provide the needed areas, and show a sketch of your final design, including provision for No. 13 stirrups.

In: Civil Engineering

An essay about rajendra singh, a respected man from India working with water and river issues...

An essay about rajendra singh, a respected man from India working with water and river issues in india. And please provide me with references to what you wrote and we can’t use Wikipedia

In: Civil Engineering

Sketch and explain the two components of primary and secondary moments. Explain how we use design...

Sketch and explain the two components of primary and secondary moments. Explain how we use design and the material properties of rebar and concrete to counter the two moment types.

In: Civil Engineering

Topics: Construction Accounting & Finances Capital Investments: 1.) Before you make a decision to acquire a...

Topics: Construction Accounting & Finances

Capital Investments:

1.) Before you make a decision to acquire a large piece of equipment what tools would you use to determine if this investment is really worth the cost and how would you finance this large investment? (Please give a one paragraph brief detailed example.)

Budgets:

2.) Discuss the importance of budgeting. Then give an example of how you would control your budget as a construction manager. (Please give a one paragraph brief detailed example.)

In: Civil Engineering

You are conducting a geotechnical analysis on a 3-layer soil system. Layer 1 is a 5-ft...

You are conducting a geotechnical analysis on a 3-layer soil system. Layer 1 is a 5-ft sand with dry unit weight of 100 pcf. Layer 2 is a 6-ft silty sand with a saturated unit weight of 115 pcf. Layer 3 is a 15-ft low plasticity clay with a saturated unit weight of 117 pcf. There is an unknown granular soil below the clay layer. The ground water table is at a depth of 5 ft. A structural footing with dimension 5ft x 5ft is placed on top of the top sand layer. The footing must carry a load of 50,000 lbs. i. Draw a schematic diagram of the layered soil system. Show all details (6) ii. Draw the distribution of effective stresses in the soil (15) iii. Determine the effective stress in the middle of the clay layer (5) iv. At time T ≈0 (i.e. immediately after the structural load is applied), what would be the changes in total stress, pore water pressure and effective stress in the middle of the clay? Assume entire stress due to the footing is transmitted to the clay. (12) v. At time T ≈α, (i.e. long time after construction), what would be the changes in total stress, pore water pressure and effective stress in the middle of the clay? (12) vi. Laboratory consolidation test on the clay soil produced the following graph for the soil. Calculate the consolidation settlement of the clay layer when a foundation is placed on top of layer 1. Make any other necessary assumption. (50) 0.1 1 10 100

In: Civil Engineering

According to conventional wisdom - the primary recurrent salient issues in most states tend to concern...

According to conventional wisdom - the primary recurrent salient issues in most states tend to concern jobs, crime, education and taxes.

To what extent do public opinion poll data in Texas support or challenge the conventional wisdom?

In: Civil Engineering

Identify an example of a water resource engineering application. Then use that example to illustrate the...

Identify an example of a water resource engineering application. Then use that example to illustrate the differences in the concepts of water quantity and water quality. Be as specific as you can.

In: Civil Engineering

6. A certain contaminant was studied in the laboratory by measuring over time the concentration in...

6. A certain contaminant was studied in the laboratory by measuring over time the concentration in a sample placed in a closed container. The values of the observed concentrations are given below. Determine the reaction order and the decay rate for this contaminant.

Time (hrs)

0

1

3.5

6.5

10

Conc (mg/L)

100

80

50

26

10

In: Civil Engineering

Suggest an innovate treatment technology on either (environmental, energy production, optimization of process) ?

Suggest an innovate treatment technology on either (environmental, energy production, optimization of process) ?

In: Civil Engineering

Write the parameters affecting on generation of more energy? Write the main steps to obtain more...

Write the parameters affecting on generation of more energy? Write the main steps to obtain more energy using waterfall simulator.

In: Civil Engineering

Dynamic tests on structures. Task of dynamic testing. Methodology and result assessment of dynamic test

Dynamic tests on structures. Task of dynamic testing. Methodology and result assessment of dynamic test

In: Civil Engineering