| 000 | 01954cam a2200337 a 4500 | ||
|---|---|---|---|
| 003 | EG-GiCUC | ||
| 005 | 20250223030720.0 | ||
| 008 | 121129s2012 ua dh f m 000 0 eng d | ||
| 040 |
_aEG-GiCUC _beng _cEG-GiCUC |
||
| 041 | 0 | _aeng | |
| 049 | _aDeposite | ||
| 097 | _aM.Sc | ||
| 099 | _aCai01.13.05.M.Sc.2012.Da.D | ||
| 100 | 0 | _aDalia Ragab Sayed Ahmed Mohamed | |
| 245 | 1 | 0 |
_aDeep well dewatering of square areas enclosed by impervious walls partially penetrating unconfined aquifers / _cDalia Ragab Sayed Ahmed Mohamed ; Supervised Hisham Hussein Hafez , Marwan Magawry Shahien |
| 246 | 1 | 5 | _aالنزح باستخدام آبار عميقة لمساحة مربعة محاطة بحوائط قاطعة للمياه مخترقة جزئيا خزان جوفى غير محصور |
| 260 |
_aCairo : _bDalia Ragab Sayed Ahmed Mohamed , _c2012 |
||
| 300 |
_a218P. : _bcharts , facsimiles ; _c30cm |
||
| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aDeep wells dewatering system is usually used in the case of deep excavation for ground water control . The aim of this study is to develop simplified empirical method to calculate drawdown inside excavated areas surrounded by square partially penetrating cutoff walls using partially penetrating well (s) in an unconfined aquifer . A parametric study more than 557 cases including variables that influence the dewatering system was carried out using the finite difference software VISUAL MODFLOW 4.2 ® to develop the proposed simplified method | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aDeep wells | |
| 653 | 4 | _aGround water control | |
| 653 | 4 | _aPartially penetrating cutoff walls | |
| 700 | 0 |
_aHisham Hussein Hafez , _eSupervisor |
|
| 700 | 0 |
_aMarwan Magawry Shahien , _eSupervisor |
|
| 856 | _uhttp://172.23.153.220/th.pdf | ||
| 905 |
_aFatma _eCataloger |
||
| 905 |
_aNazla _eRevisor |
||
| 942 |
_2ddc _cTH |
||
| 999 |
_c40420 _d40420 |
||