1answer.
Ask question
Login Signup
Ask question
All categories
  • English
  • Mathematics
  • Social Studies
  • Business
  • History
  • Health
  • Geography
  • Biology
  • Physics
  • Chemistry
  • Computers and Technology
  • Arts
  • World Languages
  • Spanish
  • French
  • German
  • Advanced Placement (AP)
  • SAT
  • Medicine
  • Law
  • Engineering
Ber [7]
3 years ago
7

A 4,000-km^2 watershed receives 102cm of precipitation in one

Engineering
1 answer:
Svetradugi [14.3K]3 years ago
5 0

Answer:

1) The change in storage of the catchment is 707676800 cubic meters.

2) The runoff coefficient of the catchment is 0.83.

Explanation:

The water budget equation of the catchment can be written as

P+Q_{in}=ET+\Delta Storage+Q_{out}+I

where

'P' is volume of  precipitation in the catchment =Area\times Precipitation

Q_{in} Is the water inflow

ET is loss of water due to evapo-transpiration

\Delta Storage is the change in storage of the catchment

Q_{out} is the outflow from the catchment

I is losses due to infiltration

Applying the values in the above equation and using the values on yearly basis (Time scale is taken as 1 year) we get

4000\times 10^{6}\times 1.02+0=0.40\times 4000\times 10^{6}+\Delta Storage+34.2\times 3600\times 24\times 365\times 5.5\times 10^{-9}\times 4000\times 10^{6}\times 3600\times 24\times 365

\therefore \Delta Storage=707676800m^3

Part b)

The runoff coefficient  C is determined as

C=\frac{P-I}{P}

where symbols have the usual meaning as explained earlier

\therefore C=\frac{102-5.5\times 10^{-7}\times 3600\times 24\times 365}{102}=0.83

You might be interested in
Select the correct answer. Sean is a recent engineering graduate who has joined a new company. Read the profiles of his colleagu
PSYCHO15rus [73]

Answer:

giving advertising to the governor with the state

4 0
3 years ago
MATLAB can solve a variety of engineering problems including those requiring simulating differential equations and iterative num
frez [133]

Answer:

A. True

Explanation:

MATLAB may be defined as a programming platform that is designed specifically for the engineers as well as the scientists to carry out different analysis and researches.

MATLAB makes use of a desktop environment which is tuned for certain iterative analysis and the design processes with a programming language which expresses matrix as well as array mathematics directly.

Thus the answer is true.

3 0
3 years ago
A copper block receives heat from two different sources: 5 kW from a source at 1500 K and 3 kW from a source at 1000 K. It loses
LUCKY_DIMON [66]

Answer:

a) Zero

b) the rate of entropy generation in the system's universe = ds/dt = 0.2603 KW/K

Explanation:

a) In steady state  

Net rate of Heat transfer = net rate of heat gain -  net rate of heat lost  

Hence, the rate of heat transfer = 0

b) In steady state, entropy generated  

ds/dt = - [ Qgain/Th1 + Qgain/Th2 - Qlost/300 K]

Substituting the given values, we get –  

ds/dt = -[5/1500 + 3/1000 – (5+3)/300]

ds/dt = - [0.0033 + 0.003 -0.2666]

ds/dt = 0.2603 KW/K

 

6 0
4 years ago
What is integrated circuit package ​
enyata [817]

Answer:

Explanation:

, integrated circuit packaging is the final stage of semiconductor device fabrication, in which the block of semiconductor material is encapsulated in a supporting case that prevents physical damage and corrosion.

4 0
3 years ago
Read 2 more answers
A certain part of the cast iron piping of a water distribution system involves a parallel section. Both parallel pipes have a di
Bezzdna [24]

Answer :

<h3>Flow rate in pipe B is = 0.3094 \frac{m^{3} }{s}</h3>

Explanation:

Given :

Length of pipe A L_{A}  = 1500 m

Length of pipe B L_{B} = 2500 m

Flow rate through pipe A Q_{A}  = 0.4 \frac{m^{3} }{s}

Diameter of pipe D = 30 \times 10^{-2} m

Velocity from pipe A,

  V _{A} = \frac{Q_{A} }{A}

  V _{A} = \frac{0.4 \times 4 }{\pi ( 30 \times 10^{-2} )^{2}  }

  V_{A}  = 5.66 \frac{m}{s}

Here, head loss is same because height is same.

    h_{a} = h_{b}

L_{A} V_{A} ^{2} = L_{B}  V_{B} ^{2}

V_{B} = \sqrt{\frac{1500}{2500}}    (5.66)

V_{B} = 4.38 \frac{m}{s}

Now rate of flow from pipe B is,

Q_{B}  = V_{B} A

Q_{B}  = \frac{\pi }{4}  (0.3)^{2} \times 4.38

Q_{B} = 0.3094 \frac{m^{3} }{s}

4 0
3 years ago
Other questions:
  • In a tensile test on a steel specimen, true strain = 0.12 at a stress of 250 MPa. When true stress = 350 MPa, true strain = 0.26
    12·1 answer
  • A four-lane northbound section of interstate has rigid pavement and was designed with an 8-inch slab, 90% reliability, a 700 lb/
    15·1 answer
  • How to build a laser pointer?
    12·1 answer
  • Assuming Stokes behavior, calculate the terminal settling velocity in standard air () for the following particles: (a) diameter
    5·1 answer
  • The ________________ attraction between the Earth and the moon is ______________ on the side of the Earth that happens to be ___
    5·1 answer
  • Steven is starting a project that requires a specialized, experienced contractor. Which selection process is the most suitable f
    11·1 answer
  • _______________ is an effective way to manage waste in a shop.
    13·1 answer
  • Plumbing
    12·1 answer
  • Which measure is a correct definition of density?
    11·1 answer
  • technician a says all the friction components of a disc brake are exposed to the airstream. technician b says this helps to cool
    10·1 answer
Add answer
Login
Not registered? Fast signup
Signup
Login Signup
Ask question!