Page 1:\ 1\ Page 2:\ 2\ Page 3:\ 3\ Page 4:\ 4\ Page 5:\ Question 1 (10 points)\ Page 1 of 10\ Using Hardy-Cross + Darcy- Weisbach analysis, one of 4 rectangular pipe network has

k

value of 58.9584 and

Q

(flow rate) of

-10.659(m^(3))/(m)in

. The actual head loss (h) should be ...\ 6.699\

-1.861

\ 18.669\ 1.861\ Page 1 of 10\ 5

Using Hardy-Cross + Darcy- Weisbach analysis, one of 4 rectangular pipe network has k value of 58.9584 and Q (flow rate) of 10.659m3/min. The actual head loss (h) should be ... 6.699 1.861 18.669 1.861 Using Hardy-Cross + Darcy- Weisbach analysis, one of 4 rectangular pipe network has k value of 58.9584 and Q (flow rate) of 10.659m3/min. The actual head loss (h) should be ... 6.699 1.861 18.669 1.861