Head Loss in storm water systems Check valves

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Presentation transcript:

Head Loss in storm water systems Check valves Webinar Head loss Gravity systems vs. Pump

Head loss is divided into two subcategories. Major and minor losses ℎ 𝐿 = 𝑓𝐿 𝐷 + 𝐾 𝐿 𝑉 2 2𝑔 𝛥 𝑝 𝑓,𝑚𝑖𝑛𝑜𝑟 𝐿 = 𝐾 𝐿 𝜌 𝑉 2 2 =𝜌𝑔 ℎ 𝐿,𝑚𝑖𝑛𝑜𝑟 ⟹ ℎ 𝑙,𝑚𝑖𝑛𝑜𝑟 = 𝐾 𝐿 𝑉 2 2𝑔 f : Friction factor [-] L: Length [m] D: Diameter [m] V: Velocity [m/s] KL: Loss coefficient [-] g: Gravity [m/s2] Head loss is divided into two subcategories. Major and minor losses Factors affecting the Head Loss for a pipe K – factor

Reference points, opening pressure.

Guess which one has the highest head loss

Case Assumptions Concrete DN600 /NPS 24’’ pipe Sharp inlet KL = 0.5 Outlet without WaStop KL = 1 L=100m /330 ft. Case

Difference is the additional head loss

A video of a 60’’ valve being tested, we wanted to go higher flow but was starting to empty the lake upstream .

Results utah tests. Head loss outlet without wastop kl=1

Comparing Test Data “Tests were run with the flap disc removed from the valve and then with the flap disc in place. The difference in the head loss was therefore the result of the disc.” http://www.penntroy.com/valve-products/troy-valve/flap-valves/standard-flap-valves/page.aspx?id=1349

High head loss in gravity driven systems = high surface elevation upstream. Be aware when comparing head loss data if the test procedure is not presented, since it is easy to alter reference points and the procedure to make head loss appear low.

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