River mouth bridge engineering water blocking ratio measuring method and device
A technology for bridge engineering and measurement methods, applied in measurement devices, water conservancy projects, water conservancy engineering equipment, etc., can solve the problems of low flow velocity in shoals, insufficient direct image of the discrimination criteria, and complex shoal and groove structures, and achieve the effect of high promotion value.
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Embodiment 1
[0068] refer to image 3 , Figure 5 and Figure 6 , spanning a continuous girder traffic bridge 2 between 3 banks of the estuary and river channel, the bridge is 200 meters long (not counting the part on the bank), and four piers 1 are arranged, the axis of the bridge is perpendicular to the mainstream direction of the river channel, and the included angle β=90° , the structure of each pier 1 is the same, and the width is b=b1=b2=b3=b4=2m. Water flow V at the first pier 1 The direction and the mainstream form θ 1 = 45°, the size is 0.6m / s; the water flow V at the second and third piers 2 , V 3 Consistent with the mainstream direction, the magnitudes are 0.40m / s and 0.30m / s respectively; the water flow V at the fourth pier 4 form θ with the mainstream 4 =30°, the size is 0.2m / s. Under the preset water level, the submerged area of each pier 1, that is, the water blocking area is A1=10m 2 , A2=8m 2 , A3=4m 2 , A4=4m 2 . 4 test rounds were tested by the acoustic Do...
Embodiment 2
[0070] refer to Figure 4 , Figure 5 and Figure 6 , a continuous girder traffic bridge 2 is obliquely spanned between 3 banks of the estuary channel, the length of the bridge is 200 meters (not counting the part on the bank), and 4 piers 1 are arranged. The structure of pier 1 is consistent, and the width is b=b1=b2=b3=b4=2m, then the effective width of each pier 1 on the projected section 4 is b'=b1'=b2'=b3'=b4'=2 / sin60 = 1.73m. Water flow V at the first pier 1 The direction and the mainstream form θ 1 = 45°, the size is 0.6m / s; the water flow V at the second and third piers 2 , V 3 Consistent with the mainstream direction, the magnitudes are 0.40m / s and 0.30m / s respectively; the water flow V at the fourth pier 4 form θ with the mainstream 4 =30°, the size is 0.2m / s. Under the preset water level, the water blocking area of each pier is A1=8.65m 2 , A2=6.92m 2 , A3=3.46m 2 , A4=3.46m 2 , the effective length of the projection section 4 is as Figure 4 As show...
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