KESSEL-Rainwater storage tank Aqabase®
KESSEL-Rainwater storage tank Aqabase®
KESSEL-Rainwater storage tank Aqabase®
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Dimensioned drawing:<br />
3. Plant description and technical data<br />
MIN MAX Weight in kg<br />
Useful volume L T TEÜ T TEÜ Aqabase ® Attachement + Fixtures Art.Nr.<br />
Class A/B Class D<br />
all dimensions in mm * Base dimension ** Mean dimension of scored areas<br />
Installation suggestion (the chapter Installation and assembly must be taken into account!)<br />
<strong>KESSEL</strong> <strong>Rainwater</strong> <strong>storage</strong> <strong>tank</strong> Aqabase ® <br />
Retention<br />
for the intermediate <strong>storage</strong> of rainwater<br />
<br />
<br />
<br />
Leerrohr DN 150<br />
Hleer<br />
Useful volume ØD H HZU* Hleer* H3** H4**<br />
3000 Liter 1200 1785 1425 1420 1130 110<br />
4500 Liter 1760 2300 1945 1945 1670 150<br />
6000 Liter 1760 2300 1945 1945 1670 150<br />
3000 Liter 2857 335 600 835 1100 190 80 110 85630/80B(D)<br />
4500 Liter 2282 335 600 835 1100 270 80 110 85645/80B(D)<br />
6000 Liter 3062 335 600 835 1100 370 80 110 85660/80B(D)<br />
Hab with a <strong>storage</strong> volume for the rainwater using Vol.A in Liter<br />
Useful volume 1000 1500 2000 2500 3000 3500 4500 4500 5000 5500 6000<br />
3000 l 470 650 820 1050 1155<br />
4500 l 500 670 820 950 1090 1280 1500 1675<br />
6000 l 440 560 700 800 890 1000 1130 1220 1370 1530 1675<br />
Vol.B<br />
Vol.A<br />
Ø D<br />
min. 100<br />
max. 600<br />
H4<br />
<br />
<br />
H<br />
<br />
<br />
17<br />
<br />
Erdüberdeckung TEÜ = T + 90 mm<br />
<br />
<br />
Hzu<br />
H3<br />
H4<br />
Zulauf DN 100<br />
T<br />
L<br />
TEÜ<br />
Ablauf DN 100<br />
Inlet for filtered rainwater<br />
Inlet slowdown<br />
Throttled outlet (outlet quantity from 0.1-1 l/s fixed ex<br />
factory)<br />
Free outlet<br />
Overflow siphon<br />
Outlet to the sewer / seepage<br />
Empty conduit connection<br />
Ventilation possibility<br />
Scored area for connection for larger useful volume<br />
Vol.A Storage volume for rainwater use<br />
Vol.B Retention volume is discharged throttled to the<br />
sewer/seepage after heavy rain<br />
Total volume = Vol.A + Vol.B<br />
Hab