000 02907cam a2200337 a 4500
003 EG-GiCUC
005 20250223032653.0
008 210110s2020 ua dho 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.2020.Om.A
100 0 _aOmar Badr Mohamed Badr
245 1 0 _aAppropriate drain envelope for problematic calcareous soils in Egypt /
_cOmar Badr Mohamed Badr ; Supervised Abdallah S. Bazaraa , Gehan A.H. Sallam
246 1 5 _aاختيار مغلف مواسير الصرف المناسب للتربات الكلسية الاشكالية بمصر
260 _aCairo :
_bOmar Badr Mohamed Badr ,
_c2020
300 _a101 P . :
_bcharts , facsmilies , photographs ;
_c30cm
502 _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
520 _aAgricultural subsurface drainage systems are commonly used to remove the excess water and salts from the root zone to enhance crop production and to ensure irrigated agriculture sustainability. In Egypt, drain pipes installed in soils with limited cohesion (clay content is less than 30%) should be provided with envelopes to prevent the entry of soil particles into the drains (filter function) and to reduce entrance resistance by creating a more permeable zone around drains (hydraulic function). Calcareous soils with calcium carbonate (CaCO3) content of more than 15% are considered hazardous problematic soils that cause envelope clogging and sedimentation in the subsurface drainage network. Earlier testing of synthetic drain envelopes in Egyptian calcareous soils has revealed poor performance. Therefore, the main objective of this study is to determine the most appropriate locally available envelope material(s) that can be used in calcareous soils under Egyptian conditions. Both theoretical and experimental (laboratory as well as field) investigations were conducted to assess the performance of the locally available synthetic envelope (polypropylene with pore size 400 microns {u2013} PP400) alone and combined with granular materials. The assessment results (theoretical and experimental) indicated that the currently used synthetic envelope PP400 is not performing well when used alone (too thin with low porosity). Treatments that have a gravel material, either alone or in combination with the locally available synthetic envelope revealed good performance and consequently gravel envelopes alone are recommended
530 _aIssued also as CD
653 4 _aCalcareous soils
653 4 _aEnvelope materials
653 4 _aSubsurface drainage
700 0 _aAbdallah S. Bazaraa ,
_eSupervisor
700 0 _aGehan A.H. Sallam ,
_eSupervisor
856 _uhttp://172.23.153.220/th.pdf
905 _aAmira
_eCataloger
905 _aNazla
_eRevisor
942 _2ddc
_cTH
999 _c79514
_d79514