Design pumping capacity and the assumed peak factor for the sps
2.
The value of the peak factor was discussed with the crossing theory and reliability theory
3.
The design flow capacity of the anchor street sewage pumping station is 3138 litres per second and the assumed peaking factor would be 3
4.
Moreover , utilizing the theory mentioned above , the value of the peak factor about the wind - induced vibration of roof structure was obtained , the results show that the prescript of peak factor in chinese code is probably unsafe for the wind - resistant design
5.
The equation among peak factor , quality factor , switch initial angel is concluded . on the basis of the equation , peak factor curve has been programmed . the rms value , peak value and switch initial angel can be shown in the screen of computer
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