About The diversion tunnel of the photovoltaic power station will be equipped with a generator
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About The diversion tunnel of the photovoltaic power station will be equipped with a generator video introduction
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6 FAQs about [The diversion tunnel of the photovoltaic power station will be equipped with a generator]
What types of groundwater are encountered during diversion tunnel construction?
The types of groundwater encountered during diversion tunnel construction primarily include seepage drip from fractured rock masses, linear flow, and concentrated infiltration. The treatment for seepage drip and linear flow groundwater is relatively fast and easy due to their low flow rate and pressure.
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.
How to predict stable groundwater inflow in diversion tunnels?
The instantaneous maximum groundwater inflow and stable groundwater inflow in the diversion tunnels were also calculated. On the basis of the karst hydrogeology, three analytical methods, i.e. hydrogeological analogy method, water balance method, and 3D seepage flow field analysis, were combined to predict the stable groundwater inflow.
How many groundwater infiltration points are in a diversion tunnel?
During the construction of the diversion tunnels, 42 exposed groundwater infiltration points having a groundwater inflow greater than 0.05 m3 /s were observed. Among these 42 points, 7 infiltration points had a groundwater inflow greater than 1 m 3 /s, and the maximum single-point groundwater inflow was 4.17 m 3 /s.
What is the maximum water pressure in a diversion tunnel?
The external water pressure on the diversion tunnels attained a maximum value of 10 MPa (Ren et al., 2004), which was comparable to the external water pressure on the 5 km-long test tunnel. The maximum single-point groundwater inflow was 5–7 m 3 /s. 5.2. Techniques for comprehensive geological forecasting of groundwater
What is the total excavation volume of the underground construction?
The total excavation volume of the underground construction in this project is approximately 13.2 × 106 m 3. The diversion tunnels, powerhouse chambers, transportation tunnels, adits, drainage tunnels, and other tunnels cross each other and form an enormously complex large-scale group of tunnels. Fig. 1.
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