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Nezavi [6.7K]
2 years ago
13

Soils with low percolation rates do not need special attention during site engineering. select one: true false

Engineering
1 answer:
saveliy_v [14]2 years ago
7 0

It is accurate to say that site engineering does not require particular consideration for soils with low percolation rates.

<h3>What are percolation rates?</h3>
  • The rate at which water percolates through the soil is a measure of its ability to absorb and treat effluent, or wastewater that has undergone preliminary treatment in a septic tank.
  • Minutes per inch are used to measure percolation rate (mpi).
  • The process of a liquid gently moving through a filter is called percolation. This is how coffee is typically brewed.
  • The Latin verb percolare, which meaning "to strain through," is the source of the word "percolation." When liquid is strained through a filter, such as when making coffee, percolation occurs.

To learn more about percolation rates, refer to:

brainly.com/question/28170860

#SPJ4

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Answer:

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Explanation:

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The hemispherical emissivity is equal to:

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The hemispherical absorptivity is equal to:

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Complete Question

Consider a single crystal of some hypothetical metal that has the BCC crystal structure and is oriented such that a tensile stress is applied along a [121] direction. If slip occurs on a (101) plane and in a [111]  direction, compute the stress at which the crystal yields if its critical resolved shear stress is 2.9 MPa.  

Answer:

The  stress is \sigma  =  10. 655 MPa

Explanation:

From the question we are told that

  The critical yield resolved shear stress is  \sigma  = 2.9Mpa

First we obtain the angle  \lambda between the slip direction [121] and  [111]

             \lambda = cos^{-1} [\frac{(u_1 u_2 + v_1 v_2 + w_1 w_2}{\sqrt{u_1^2 + v_1 ^2+ w_1^2})\sqrt{( u_2^2 + v_2^2 + w_2 ^2)} }  ]

Where u_1 ,u_2 ,v_1 , v_2 , w_1 , w_2 are the directional indices

             \lambda  =  cos ^-[ \frac{(1) (-1) + (2) (1) + (1) (1)}{\sqrt{((1)^2 +(2)^2 + (1)^2)}\sqrt{((-1)^2 + (1)^2 + (1)^2 ) }  } ]

                = cos^{-1} [\frac{2}{\sqrt{6} \sqrt{3}  } ]

                 = 61.87^0

Next is to obtain the angle \O between the direction [121] and [101]

              \O = cos^{-1} [\frac{(u_1 u_3 + v_1 v_3 + w_1 w_3}{\sqrt{u_1^2 + v_1 ^2+ w_1^2})\sqrt{( u_3^2 + v_3^2 + w_3 ^2)} }  ]

 Substituting 1 for u_1 , 2 for  v_1 , 1 for w_1 , 1 for  u_2, 0 for  v_2, and 1 for  w_2

            \O = cos^{-1} [\frac{1* 1 + 2*0 + 1*1 }{\sqrt{1^2 + 2^2 + 1^2 } \sqrt{(1^2 + 0^2 + 1^2 )}  } ]

               \O = cos^{-1} [\frac{2}{\sqrt{6} \sqrt{2}  } ]

                   = 54.74 ^o

   The stress is mathematically represented as

              \sigma = \frac{\tau_c}{cos \O cos \lambda }

                  = \frac{2.9}{cos 54.74^o cos 61.87^o}

                  =  \frac{2.9}{0.2722}

             \sigma  =  10. 655 MPa

           

       

5 0
3 years ago
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