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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

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