Explanation:
The frictional resistance of the various pipes are given by the
K value in the table which may be used with the formula
hf = KQ2
to relate the magnitude of head loss hf in the pipeline
to the volumetric flow rate, Q. Water is drawn at the constant flow
rates from the network at nodes C and D. The static heads
(elevation + pressure head) at nodes B, C and D are 100m, 65m
and 61m respectively above the local datum. Calculate the
discharges at C and D and the water level in reservoir A. (The
data has been added to the diagram to aid the solution)
Use no more than 3 iterations and 3 significant figures.
Answer:
3.1 because you round the numbers to the nearest .1 spot if its .5 or above then it goes to the next whole number
Explanation:
Answer:
hey your answer is 2.......
<span> Demand, Supply, and </span>Market Equilibrium<span>. ... a change in the quantity demanded of a product that </span>results<span> from the change in real ... in the product's </span>price; (2) the effect of a change in theprice<span> of a </span>resource<span> on the ... a </span>good<span> or </span>service<span> whose consumption declines as income rises, </span>prices<span>held constant.</span>
