A Method for Improving the Inlet Flow State of Urban Sewage Lifting Pumping Station
A technology for urban sewage and pumping stations, which is applied in waterway systems, water supply devices, drainage structures, etc., can solve the problems that affect the safety and stability of sewage lifting pumping stations, it is difficult to ensure the influent flow state of the pump unit, and the surface flow rate of the collecting tank is large. Achieve the effect of preventing the generation of surface vortices, easy construction and production, and simple structure.
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Embodiment 1
[0035] In this embodiment, the plan of the urban sewage lifting pump station with the combined rectifying device proposed by the present invention, the structural dimensions of the rectifying device's elevation and the typical cross-sectional schematic diagram are as follows Figure 2~4 shown.
[0036] The sump 1 of the pumping station has a length of L=8m, a width of W=7.2m, the operating water depth of the pumping station is H=5m, the diameters of the forward water inlet pipe 2a and the right water inlet pipe 2b are D=1m, and the height from the bottom of the sump 1 is H0= 0.5H=2.5m, distance L1=0.2L=1.6m between water retaining straight plate and front wall of sump 1, thickness of water retaining plate 3 E1=0.05H=0.25m, distance between top of water retaining straight plate and sump 1 bottom H1=1.05 H=5.25m, the number of flow holes 4 on the top of the water retaining straight plate S1=10, the width B1=0.0139W=0.1m, the height H2=0.1H=0.5m, the number of water passing holes...
Embodiment 2
[0038] The combined rectifying device described in this embodiment differs from Embodiment 1 in that: the height of the water inlet pipes 2a and 2b of the pumping station from the bottom of the sump 1 is H0=0.6H=3m, and the distance between the water retaining straight plate and the front wall of the sump 1 L1=0.3L=2.4m, the thickness of water retaining plate 3 E1=0.06H=0.3m, the distance between the top of water retaining straight plate and the bottom of sump 1 H1=1.1H=5.5m, the number of flow holes 4 on the top of water retaining straight plate S1= 4. Width B1=0.02W=0.144m, height H2=0.2H=1m, number of water holes 5 in the middle of the water retaining straight plate S2=2, width B2=0.02W=0.144m, height H3=0.2H=1m, middle The distance between the water hole 5 and the bottom surface of the sump 1 is H4=0.5H=2.5m, the width of the rectangular section of the bottom water hole 6 on the sloping water retaining plate is B3=0.6×7.2 / 4=1.08m, and the height H5=0.1L= 0.8m, angle θ=0° b...
Embodiment 3
[0040] The combined rectification device described in this embodiment differs from Embodiments 1 and 2 in that: the height of the water inlet pipes 2a and 2b of the pumping station from the bottom of the sump 1 is H0=0.56H=2.8m, and the water retaining straight plate and the sump 1 The distance between the front wall L1=0.25L=2m, the thickness of the water retaining plate 3 E1=0.04H=0.2m, the distance between the top of the water retaining straight plate and the bottom of the sump 1 H1=1.08H=5.4m, the number of flow holes 4 on the top of the water retaining straight plate S1=8, width B1=0.01W=0.072m, height H2=0.12H=0.6m, the number of water holes 5 in the middle of the water retaining straight plate S2=6, width B2=0.01W=0.072m, height H3=0.12H =0.6m, the distance between the middle water hole 5 and the bottom surface of the sump 1 H4=0.6H=3m, the width of the rectangular section of the bottom water hole 6 on the sloping water retaining plate B3=0.4×7.2 / 4=0.72m, the height H5 ...
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