M
member 1218030
Guest
Hello,
I need to calculate flow in a pipe from water level masurements taking in the upstream and downstream manhole. It is important that especially single loss of energy in both inlet and outlet of the manhole is taking into account. Some of the manholes have sewer overflows and thereby an edge, which should make single loss zero, but not all of them.
I have placed about 50 measurement point in my sewer system, so the specific information will vary. The points are either placed: (1) in a manhole that recives combined wastewater, and let it out to a combined pipe. (2) in a manhole, that recives combined wastewater and if the water level reaches the overflow edge, lets it out into the rainwater pipe. (3) in a manhole, that somtimes recives combined wastewater but otherwise just handle rainwater.
A simplyfied sketch:
I do not know which assumption is best, as I want to use my flowrates to validate my hydraulic model. There are (almost) always water in my pipes, so open channel makes sense, but when it rains, there is a chance that the pipe will be full flowing. That of cource depends on the rainfall and the diameter of the pipe. So I do not know which assumption makes the most sense open channel or full flowing or if I need to combine the two. I have attached the "best" try I got in calculating a flow - but I do not think it is very realistic. It can also not handle if the downstream water level becomes higher than the opstream water level, but that could happen in real life, so I also need to take that into account somehow.
I first tried with the asumption that the pipe had full pipe flow with:
But that assumption does not seem accurate. Moreover the equation did not take into account the energiloss.
Then I tried using the following equation:
This is not really correct either eventhough it is closer. But I do not know how to make a better estimation of the flow between two manholee whith the waterlevel measurements.
I need to calculate flow in a pipe from water level masurements taking in the upstream and downstream manhole. It is important that especially single loss of energy in both inlet and outlet of the manhole is taking into account. Some of the manholes have sewer overflows and thereby an edge, which should make single loss zero, but not all of them.
I have placed about 50 measurement point in my sewer system, so the specific information will vary. The points are either placed: (1) in a manhole that recives combined wastewater, and let it out to a combined pipe. (2) in a manhole, that recives combined wastewater and if the water level reaches the overflow edge, lets it out into the rainwater pipe. (3) in a manhole, that somtimes recives combined wastewater but otherwise just handle rainwater.
A simplyfied sketch:

I do not know which assumption is best, as I want to use my flowrates to validate my hydraulic model. There are (almost) always water in my pipes, so open channel makes sense, but when it rains, there is a chance that the pipe will be full flowing. That of cource depends on the rainfall and the diameter of the pipe. So I do not know which assumption makes the most sense open channel or full flowing or if I need to combine the two. I have attached the "best" try I got in calculating a flow - but I do not think it is very realistic. It can also not handle if the downstream water level becomes higher than the opstream water level, but that could happen in real life, so I also need to take that into account somehow.
I first tried with the asumption that the pipe had full pipe flow with:

But that assumption does not seem accurate. Moreover the equation did not take into account the energiloss.
Then I tried using the following equation:

This is not really correct either eventhough it is closer. But I do not know how to make a better estimation of the flow between two manholee whith the waterlevel measurements.