Questions
A pipe of diameter 350mm at one end and the diameter at the other end is...

A pipe of diameter 350mm at one end and the diameter at the other end is 200mm. The datum head is same for both ends. Calculate
(i) Intensity of pressure at the smaller end if the pressure at the bigger end is 40.5 N/cm2. (ii) Determine the head loss between smaller end
and bigger end. Take discharge through the pipe as 40 litres/sec. (iii) Scope for this obtained results of head loss between both ends

the like that only!

In: Civil Engineering

List & briefly explain any four parameters affecting coefficient of the permeability of soil.

List & briefly explain any four parameters affecting coefficient of the permeability of soil.

In: Civil Engineering

A research about construction buildings in UK before and now both advantages and disadvantages of production...

A research about construction buildings in UK before and now

both advantages and disadvantages of production theory in construction

offsite standardized manufacturing vs unique in situ manufacturing

In: Civil Engineering

This is Environmental Engineering: What is acid rain and how is it formed? (10pts) What is...

This is Environmental Engineering:

What is acid rain and how is it formed? (10pts)

What is the difference between Mineral Acidity and Carbon Dioxide Acidity? (10pts)

What is the difference between Phenolphthalein Alkalinity and Total Alkalinity? (10pts)

In: Civil Engineering

Analyze the Control mechanisms used in a (Water and diesel transportation projects) : How do (if...

Analyze the Control mechanisms used in a (Water and diesel transportation projects) :

How do (if any) the control system works (design)?

In: Civil Engineering

Explain the purification measures for groundwater pollution. Cadmium groundwater contamination was found in wells of multiple...

Explain the purification measures for groundwater pollution. Cadmium groundwater contamination was found in wells of multiple houses distributed in the plains. What kind of investigation plan do you make to elucidate this pollution mechanism? Explain the outline of your plan.

In: Civil Engineering

As part of the development of the one district, one factory programme, a catchment of size...

As part of the development of the one district, one factory programme, a catchment of size 100 km2 has been marked for vegetation. In its original condition, the average annual total runoff from the catchment is 1.1 m3/s. The average annual rainfall is 800 mm/a. In an average year, 50% of the rainfall infiltrates and 12.5% of the rainfall reaches the groundwater. Tests have turned out that the average annual evapotranspiration from the unsaturated zone (being the sum of the transpiration and the bare soil evaporation) amounts to 340 mm/a. In all water balance computations over the year, one may assume that the storage effects are small (dS/dt = +0).
a. How much water, in mm/a, reaches the root zone through capillary rise in an average year?
b. How much water, in cm/a, seeps out from the groundwater to the surface water in an average year?
c. How much water, in l/a, evaporates directly from interception in an average year?
d. How much, in m/a, is the total evapotranspiration in the catchment in an average year?
A well field is planned to withdraw 0.16 m3/s from the catchment for drinking water consumption elsewhere. As a result, the groundwater level is expected to go down and capillary rise into the root zone will no longer be possible. The percolation, however is expected to remain the same.
e. What will be the effect of the withdrawal on the different components of the hydrological cycle: the groundwater seepage, the total runoff, the evapotranspiration from the unsaturated zone and the total evapotranspiration? Please quantify in mm/a.

In: Civil Engineering

A. Calculate the price of pit-run gravel delivered to the site per cubic yard (bank measure)...

A. Calculate the price of pit-run gravel delivered to the site per cubic yard (bank measure) based on the following data: The pit is located 10 miles from the site. Trucks cost $43.75 per hour including fuel and maintenance; they have 12 cubic yards (loose material) capacity and travel at an average speed of 30 miles per hour. The swell factor for this material is 15%. Trucks take 5 minutes to unload at the site. The loader costs $82.50 per hour and loads material at the pit at the rate of 40 cubic yards per hour. The truck driver’s wage is $45.00 per hour, and the equipment operator’s wage is $54.00 per hour.

In: Civil Engineering

I need answer for Ati Teas reading on White House solar panel

I need answer for Ati Teas reading on White House solar panel

In: Civil Engineering

A democracy is a government by the people. If you do not engage in the political...

A democracy is a government by the people. If you do not engage in the political process, are you a good citizen? If the majority of citizens do not participate in the political process, is it still a democracy?

In: Civil Engineering

1) What are folds? Draw two types of folds or insert pictures of real folds. 2)...

1) What are folds? Draw two types of folds or insert pictures of real folds. 2) Define a joint and what are some properties of joints? 3) What is a joint set? Insert a picture of a joint set in an area 4) How is fault different from a joint? Draw types of faults. 5) What is an earthquake? Briefly define Elastic Rebound Theory 6) Energy is released during an earthquake. In what types of waves the energy travels? 7) What are differences between the two types of waves? 8) What is the difference between epicenter and hypocenter? 9) What are two main differences that you will note in a seismogram recorded at two stations located at different epicentral distances? 10) Which two main scales can represent the size of earthquake? What is the main difference between the two?

In: Civil Engineering

Pleas write me a perfect report for the following sentence : 1. What are the procedure...

Pleas write me a perfect report for the following sentence :

1. What are the procedure for an investigation in police station.

and including:
Summary , List of content, Instroduction, Main Body, Discussion, Conlusion, Refrence

In: Civil Engineering

once a project is under construction, what level of inspections are required during the various phases...

once a project is under construction, what level of inspections are required during the various phases of construction?

In: Civil Engineering

describe the overview of water and hygiene in middle income areas.( not less than 250 words)

describe the overview of water and hygiene in middle income areas.( not less than 250 words)

In: Civil Engineering

Hi I need Stress Strain Graphs to be made for the following data tables. There should...

Hi I need Stress Strain Graphs to be made for the following data tables. There should be 3 graphs, one for each table. I also need to know what material each sample is made of. I assume this is calculated from calculating the Modulus of Elasticity E. However I do not really know. I appreciate everything. The data tables are below this post.

Include the Following

  • Stress Strain graphs for each sample showing what variable and unit you have on both axes, and stating if it is sample 1, 2 or 3. Show the points in the graph and additionally a trendline.
  • Explain how you got your conclusion (i.e., show your work) including how it was calculated/how you got it, what value it had and what you compared with.
  • Your conclusion of what each of the three samples are made of.  
Sample 1
Strain [mm/mm] Stress [MPa]
0.0019 509.2958069
0.0019 530.5164795
0.00198 558.8106689
0.0021 583.5681152
0.00216 601.2520142
0.00228 622.4726563
0.00242 604.7887573
0.00242 604.7887573
0.0025 647.2301025
0.00268 684.9140015
0.0027 699.5978394
0.00272 720.2817383
Sample 2
Strain [mm/mm] Stress [MPa]
0.0004 17.68388176
0.00096 38.90454102
0.00104 60.12520218
0.00162 81.34586334
0.0018 99.02973938
0.00204 116.713623
0.0024 134.3975067
0.0026 152.0813904
0.00306 173.3020477
0.00342 194.5227051
0.00366 212.2065887
0.00398 229.8904724
Sample 3
Strain [mm/mm] Stress [MPa]
0.00088 31.68388
0.00098 35.36776
0.00122 93.58842
0.00132 102.5665
0.0019 130.8607
0.002 130.8607
0.0021 183.9124
0.0024 201.5963
0.0026 222.8169
0.00278 244.0376
0.00322 265.2582
0.00358 282.9421

In: Civil Engineering