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RAINWATER MANAGEMENT IN PROTECTED AREAS

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Academic year: 2020

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Figure

Figure 1. Location of the experimental station
Figure 2. Scheme of experimental station: 1 – steel poles, 2 – side shielding of the roof, 3 – ladder, 4 – tank for 8 – sensor (pressure) of water level in the tank, 9 – hydrophore strainer, 10 – hydrophore, 11 – pressure regulator, 12 – mesh filter, 13 – disc filter, 14 – flow meter, 15 – electrovalve, 16 – gutter, 17 – gravity pipeline draining the water from the roof, 18 – measuring tilt tray, 19 – rigid beams, 20 – emergency spillway to the tank, 21 – elastic gathering water, 5 – emergency outflow (storm drain), 6 – tube draining excess water, 7 – tank draining trigger, hoses, 22 – device registering inflow and outflow from the roof, 23 – tee
Figure 3. Sprinkler system on the experimental roof: 1 – manual valve, 2 – micro sprinkler terminal, 3 – irriga-tion pipe system, 4 – distribution pipe system, 5 – pipe cap, 6 – T-connector, 1–11 – sprinklers stands
Table 1. Hydraulic parameters of the discharging pipeline
+3

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