| 000 | 01044nam a2200253 4500 | ||
|---|---|---|---|
| 001 | vtls000010704 | ||
| 003 | KUKTEM | ||
| 005 | 20251125095852.0 | ||
| 008 | 060606t2004 xxu gr |0 1 0|eng | | ||
| 020 | _a0860172937 | ||
| 039 | 9 |
_a201410301124 _bazhar _c201107131753 _dVLOAD _c200908141131 _dVLOAD _c200908141102 _dVLOAD _y200606141151 _zVLOAD |
|
| 040 | _aUMP | ||
| 090 | _aTD753 .S523 1988 f | ||
| 100 | _aSidwick, J. M. | ||
| 245 | 0 | 0 |
_aScreenings and grit in sewage : _bremoval, treatment and disposal, phase 3 : _bstormwater overflows and pumping stations / _cJ. M. Sidwick |
| 260 |
_aLondon: _bConstruction Industry Research and Information Association and Water Research Centre, _c1988 |
||
| 300 |
_a50 p.; _c30 cm. |
||
| 440 | 0 | _aCIRIA technical note; 132 | |
| 504 | _aIncludes bibliographical references (p. 30-37) | ||
| 650 | 0 | 0 |
_aSewage _xPurification _xScreening |
| 650 | 0 | 0 | _aCombined sewer overflows |
| 650 | 0 | 0 | _aPumping stations |
| 999 |
_aVIRTUA _c75459 _d75465 |
||
| 999 | _aVTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*4400*5040*6500*6501*6502*9992 | ||