About Diversion tunnel for photovoltaic power station generator set
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6 FAQs about [Diversion tunnel for photovoltaic power station generator set]
Can a tunnel be used as a diversion structure?
Occasionally, some future use may be made of the diversion structures such as incorporation of part of the tunnel into the outlet or spillway systems, or inclusion of the upstream cofferdam into the upstream section of the main body of embankment (earthfill or rockfill) dams.
What is a diversion and discharge tunnel?
In the actual project, the diversion and discharge tunnel is divided into a pressure section and a nonpressure section. A gate shaft is set in the middle. The tunnel body of the pressure section is of circular tunnel shape, and the nonpressure section is of circular arch straight-wall type.
Do multiple tunnels affect diversion works?
Findings of the present study can be employed to examine the effect of multiple tunnels in diversion works. The design discharge is effectively divided to pass through different tunnels. For each new discharge, specific plots such as those in Figure 4 should be used to estimate the effects on the diameter and the cost.
What is the diversion system of Strontia Springs Dam?
A case study The diversion system of Strontia Springs dam in the US, shown in Figure 1, is chosen to apply some of the findings of the present study. The dam is a 70m high and 150m long double arch concrete dam, built across South Platte river. The upstream embankment cofferdam is 40m long and 9m high.
When a diversion tunnel is too long?
When the tunnel is very long, an overly large tunnel must be avoided and heightening of the cofferdam should be examined instead. It has been observed by this investigator that some who follow the tradition of determining D only by Q and W often overlook the simple fact of dependency of D opt on L. Multiple diversion tunnels
What is the carrying capacity of a diversion system?
From Equation 5 with the given tunnel and cofferdam, the carrying capacity of the diversion system was found to be 160m 3 /sec. This discharge was then used to find D opt for W=40 m, L=207 m and S=0.021 for various pricing scenarios. Figure 9 shows the results, indicating the choice of the design engineer was fairly close to D opt. Conclusions