Appropriate Area Locales For The Development Of Underground Dams Or Slope Lakes By The Commitment Of GDF: Application To The Plain Of Morocco
Keywords:
Abstract
Fake re-energize of springs from fleeting water or treated waste water has become an advantageous answer that permits recreating long haul stores of springs, including those influenced by over-abuse. Through working highlighted purposes behind homegrown, horticultural and modern Pliocene-Quaternary the snare of Saiss plain Experiences a diminishing in groundwater saves and the meaning of water in semi-parched zones to bone-dry, it was important to cure this condition by the development of underground dams and slope lakes. Mechanical apparatuses as guaranteed the board and water preservation tend ground than the streaming to be specific their fundamental job as the primary framework counterfeit re-energize of springs. The work introduced in this paper depends on the objective of recognizing, utilizing a geographic data framework (GDF), more good porousness regions recorded for development of underground dams and supplies search site maintenance and capacity of surface space of geomorphologic close to water for their improvement as little lakes.
Similar Articles
-
Technology Of Elimination Of Injuries And Deformations In Tam Coverages, Floor Replacement
The American Journal of Applied sciences: No. 5 (2021) / Mirzaakhmedov Abdukhalim Takhirovich, -
Technology Of Elimination Damage And Deformation In Construction Structures
The American Journal of Applied sciences: No. 5 (2021) / Mirzaakhmedova Ugiloy Abdukhalimjohnovna, -
Development Of Spatial Metal Wooden Bar Constructions Of Coatings, From Composition Wooden Elements
The American Journal of Applied sciences: No. 12 (2020) / Tursunov Narimonjon Sultanboevich, -
Statistical Analysis Of Lineaments Using Landsat 8 Data: A Case Study Of The Fergana Valley (East Uzbekistan)
The American Journal of Applied sciences: No. 3 (2021) / Sichugova L.V., Jamolov A.T., Movlanov J.J., -
Design Model Of Bending Reinforced Concrete Elements Under Action Of Transverse Forces Under Conditions Of Increased And High Temperatures
The American Journal of Applied sciences: No. 10 (2020) / Mahkamov Y.M., Mirzababaeva S.M., -
TENSEGRITY INSIGHTS: UNRAVELING THE MECHANICAL BEHAVIOR OF SUBCELLULAR ORGANELLES THROUGH A 3D FINITE ELEMENT MODEL STUDY
The American Journal of Applied sciences: No. 01 (2024) / Niroomand Oscuii, -
INTERACTION OF RAW COTTON WITH INTERNAL STRUCTURAL ELEMENTS OF DRUM DRYERS
The American Journal of Applied sciences: No. 06 (2023) / Botirzhon Kholmurotov, Muattar Tokhirjonova, -
Building Materials Determined In The Architectural Monuments Of Central Asia
The American Journal of Applied sciences: No. 12 (2020) / Хaydarov Abduхalil Mutalib ogli, Teshabayeva Nodira Djurayevna, -
Failure Mechanism Of Bending Reinforced Concrete Elements Under The Action Of Transverse Forces
The American Journal of Applied sciences: No. 12 (2020) / Mirzaakhmedova Ugiloy Abdukhalimjohnovna, -
ASSESSING THE PERFORMANCE OF ECO-APARTMENT BUILDINGS IN UZBEKISTAN: A COMPARATIVE STUDY OF DESIGN STRATEGIES AND USER SATISFACTION
The American Journal of Applied sciences: No. 07 (2023) / Akhmad Taufik Amini,
References
J. Trna, E. Trnová (2006).Débat Nationale sur l'eau. Compatibility., 48p
Z. Půlpán, J. Kulička, 2013. Nouveau plan d'action pour une gestion rationnelle des ressources en eaux souterraines du Maroc .Dix-neuvièmes journées methods du Comité Français d'Hydrogéologie de l'Association Internationale des Hydrogéologues. Bordeaux, France.
J. Kulička V. Jehlička (1997) : Hydrogéologie : Multi-science environnementale des eaux souterraines. Université du Québec/AUPELF, 460p.
Z. Půlpán. et Silvapalan M. (1995), Scale issues in hydrological Cycles. Vol.9, pp 251-290.
J. Trna, E. Trnová, et al, 1975. le bassin de Fès-Meknèse et le couloir de Fès-Taza, « Ressources en Eau du Maroc ».Notes et Mèm.Ser
