1 J. Bio. & Env. Sci. 0 Journal of Biodiversity and Environmental Sciences (JBES) ISSN: 0- (Print) -05 (Online) Vol., No., p. -, 0 RESEARCH PAPER OPEN ACCESS Analysis of the aquifer vulnerability of a Miopliocene arid area using DRASTIC and SI models. Habiba Majour *, Larbi Djabri, Nassima Sedrati Laboratory of Geology Badji Mokhtar University Annaba, Annaba, Algeria Laboratory of Ressource En Eau & Développement Durable Badji Mokhtar University, Annaba, Annaba, Algeria. Key words: DRASTIC, SI, GIS, Biskra sandy aquifer, Algeria Abstract Article published on October 0, 0 Many methods in the groundwater vulnerability have been developed in the world (methods PRAST, DRIST, APRON/ARAA, PRASTCHIM, GOD). In this study, our choice dealt with two recent complementary methods using category mapping of index with weighting criteria (Point County Systems Model MSCP) namely the standard DRASTIC method and SI (Susceptibility Index). At present, these two methods are the most used for the mapping of the intrinsic vulnerability of groundwater. Two classes of groundwater vulnerability in the Biskra sandy aquifer were identified by the DRASTIC method (average and high) and the SI method (very high and high). Integrated analysis has revealed that the high class is predominant for the DRASTIC method whereas for that of SI the preponderance is for the very high class. Furthermore, we notice that the method SI estimates better the vulnerability for the pollution in nitrates, with a rate of 5% between the concentrations in nitrates of groundwater and the various established classes of vulnerability, against 75% for the DRASTIC method by including the land use parameter, the SI method produced more realistic results. *Corresponding Author: Habiba Majour Majour et al.
2 J. Bio. & Env. Sci. 0 Introduction Both underground and surface freshwaters are a sensitive ecological heritage. It is important to manage and maintain them and are therefore an economic important issue (WHO, 00). However, many authors find that the freshwater resources are under increasing pressure with multiple anthropogenic stresses that can perturb more and more these resources (Jourda et al, 007; Ake et al, 00; Djabri, 0). Groundwater contamination is a major concern for groundwater resource managers worldwide (Kaliraj and al, 05; Sadat-Noori and Ebrahimi, 0). In this context, the issue of water management appears essential, especially in some arid regions where rainfall is scarce: the case of northern Algerian Sahara. In this region, the surface water balance is more random; people must make use of the basement, through artesian wells (Mebarki, 00). Since they are perennial, the management of groundwater resources is a real challenge for the future sustainable exploitation. Vulnerability assessment to delineate areas that are more susceptible to contamination from anthropogenic sources has become an important element for sensible resource management and land use planning. The present study investigates sensitivity to pollution of the sandy aquifer of Biskra, using two complementary methods. We evaluated groundwater pollution potential by producing a vulnerability map of an aquifer using a modified Depth to water, Net recharge, Aquifer media, Soil media, Topography, Impact of vadose zone, and Hydraulic conductivity model (methods of DRASTIC and SI), integrated into the Geographic Information System (GIS). This approach allows mapping of the sensitive areas in order to increase protection measures and to provide best management capabilities. Material and methods Study area The study area is the Miopliocene sandy aquifer located in the wilaya of Biskra (Fig. ). This sedimentary reservoir of marine and continental origin (Cornet, ) exhibits various lithological facies (clay, sand, sandstone, sometimes with the presence of gypsum and some limestone beds). Its hydraulic system is also very heterogeneous; it shows variation in aquifer permeability and thicknesses (Chebbah, 007). According to them, from the base to the top of the aquifer, we find the following sets: clay formation, with a thickness of a few tens of meters, which in the northern region is found in contact with limestone bedrock. sandstone outcrops with sandy clays at the base at very variable thickness by location that may exceed 50 m. A very thick clayey sandstone unit (over 500 m) in which there are two subsets : the first subset is consisting of an alternation of clays, sandy clay and sandstone, and the second one is composed of sandstone and clayey sandstone with gravel deposits. A set that contains conglomeratic sandstone lenses at the base. Its thickness is on average 50 m and forms the contours of the reliefs of Rhéliss. The sandy aquifer of Biskra has an average depth of 0 m and an average flow of 0 l/s. It is heavily exploited especially in the plain of El Outaya (Located north of the city of Biskra), and in daïras: Tolga (Southwest Biskra), Sidi Uqba, Ain Naga Chetma and M'zirâa (South-East of Biskra). Fig.. Location of Biskra (Algeria). 5 Majour et al.
3 J. Bio. & Env. Sci. 0 Used equipment An important collection of data was obtained from the National Agency for Water Resources (ANRH) relating to hydrogeology, geology, morphology, soil and topography of the environment in question. The compilation of these data with results from our fieldwork and laboratory (Piezometric surveys and chemical analyzes), has allowed us to acquire useful data, applied to different calculations of the used methods. Method of the water vulnerability assessment Two different but complementary methods were used in this study: one is assessing the intrinsic vulnerability (DRASTIC) and the other one the specific vulnerability (SI method). Description of the DRASTIC method The DRASTIC method was applied for the first time in 5 in the United States of America, where it gave a very good result. The acronym DRASTIC stands for the initials of seven factors determining the value of the vulnerability index (Bezelgues et al., 00): D: the depth of the water, A: effective recharge, A: materials of the aquifer; S: soil type, T: topography or slope, I: the impact of the nonsaturated zone, C: permeability or hydraulic conductivity of the aquifer. The values of the weight parameters of the DRASTIC method defined by Aller et al., 7 are shown in Table. Table. DRASTIC weight parameters as given by Aller et al., (7), applicable to ANRH data that are used for calculation and mapping. Symbole D Properties Thickness of ZNS Type of information on the sandy aquifer of Biskra (ANRH, 00) Poids - topographic curves - piezometric surveys 5 R - geological, Hydrogeological and geophysical Net Recharge studies; - Study of the hydro-agricultural development; - Rainfall data. A Lithology of the Aquifer - sections of the lithologic drilling; - Hydrogeological map of the region S Soil - Agro-pedologic study. T Topography - topographic maps, scale / I - sections of the lithologic drillings ; Non-satured zone - geophysical study (Vadose) - geologic map 5 C Permeability - geophysical and hydrogeological study. For each parameter a rating scale is attributed with intervals corresponding to a rating dimension of the medium. Ratings are ranged from to 0 (Tab., next). Table. Notations according to the DRASTIC parameters (Lallemand-Barrès, ). D : distance to the aquifer Thickness of ZNS R : Recharge Values in m rating Values in cm rating 0 à à à à à à à à 5 5 à > à à 5 5 à 0 0 à 5 5 à 5 >à 5 Majour et al.
4 J. Bio. & Env. Sci. 0 D : distance to the aquifer Thickness of ZNS R : Recharge Values in m rating Values in cm rating A: Nature of the saturated zone S: Type of soil Karstic limestone Sand and gravel massive sandstone weathered rocks Métamorphic rocks Masive Shale Metamorphic T : Topography (slope) Value in % 0 à à à à 0 0 à à >à C : hydraulic Conductivity Value (m/s) >, 0 -,7.0 - à, 0 -,.0-5 à,7.0 -,7.0-5 à,.0-5,7.0-5 à,7.0-5,7.0-7 à, rating Thin or absent Sand Sandy loam Loams Silty loams clay I : Lithology of the vadose strata Karstic limestone Sand and gravel Sand and gravel with silt and clay sandstone limestone Silt/clay Rating As soon as the different classes are defined with the assignment of their ratings, the method has determined the DRASTIC vulnerability index denoted ID, which allows characterizing the degree of vulnerability of a given sector of the aquifer. The vulnerability is more important when the calculated ID index is high. This index is defined as follows (Osborn et al, ): ID = Dc x Dp x Rp + Rc + Ac + Ap x Sc x Sp x Tp + Tc + Ic x Ip + Cc Cp x.. (Where D, R, A, S, T, I, C are the seven parameters of the DRASTIC method, P is the weight parameter (Varying from to 5); and c the associated rating dimension (ranging from to 0 ). The calculated index is as a measure of the level of contamination of the hydrogeological unit to which it relates. This risk increases with the value of the index. It can take a maximum value of (00%) and a minimum value of (0%). A classification was established by Engel et al., which allows to fix the limits of the intervals of the calculated indices and to match classes of vulnerability to these indices (Tab. ). For each of the seven parameters used by the DRASTIC method, a thematic map is performed. On each of these maps, areas are delineated, characterized by an index of a partial vulnerability of the corresponding parameter. Table. Evaluation criteria of the vulnerability in the DRASTIC method (Engel et al., ). Level of vulnerability Vulnerability index low < à 0 moderate [0 à 0][ high [0 à 00] very high >à 00 Description of the SI method The SI (Susceptibility Index) method is a specific vertical vulnerability developed by Ribeiro (000) to account for the behavior of agricultural pollutants, mainly the nitrates. The four common parameters (DSTI) in both methods, we can add a fifth parameter which is land use (OS) that takes into account the impact of human activities. 7 Majour et al.
5 J. Bio. & Env. Sci. 0 The index of sensitivity to water pollution (SI) is the product of the DRASTIC vulnerability index (IV) and the index of water quality (IQ) (Pusalti et al., 00). It is given by the following expression: SI = IV x IQ. It should be noted that the estimation of the final index (IV) needs first to assess the partial DRASTIC index for each of the seven parameters. This partial index is assigned a weight and a rating ranging from January to May and from to 0 respectively; defining consequently the degree of vulnerability (Go et al., 7). In addition, indexing the sensitivity of the quality of irrigation water (Neubert et al., 00) and drinking water (Pusalti et al., 00), takes into account the classification of these waters into five groups according to the concentration of ions, namely: I= water very good, II=good, III= usable, IV = to be used with caution, and V = harmful. The limits of each class used for the considered parameters are listed in Tables and 5. The quality index (QI) is calculated according to the following equation : IQ = n i ( C i )² We notice that the summation is generally considered as a quality parameter (ions). This is the class of the parameter i (ion) with an integer value between and 5 at a given location. Using the square of the Ci concentration of each ion can strengthen the effect of classes with poor quality. Two sensitivity maps will be developed by the SI method: map of the sensitivity index related to irrigation, and that one intended for drinking water (Figs. and 5). Table. Classification of irrigation water use (Pusalti et al., 00). Parameters Classe I very good Classe II good Classe III usable Classe IV Usable with caution Classe V harmful CE (µs/cm) > 000 Cl (mg/l) > 70 NO - (mg/l) > 00 SO - (mg/l) > 0 Na + (mg/l) > 5 Table 5. Classification of drinking water (Neubert et al., 00). Paramètres Classe I very good Classe II good Classe III usable Classe IV Usable with caution Classe V harmful CE (µs/cm) > 000 Cl (mg/l) > 00 NO - (mg/l) > 50 SO - (mg/l) > 50 Na + (mg/l) > 00 The Geographic Information System (GIS) The Geographic Information Systems (GIS) are tools used for data crossing, location issues, zoning overlays, spatial analysis and visualization of spatial indicators. The development of maps from a database allows us to analysis and to design a representation of a given space. Knowledge of hydrological models linked to GIS contributes to better management of aquifers to predict such flows and possible pollution of those aquifers (Previl et al., 00). This improvement is of course depending on the accuracy and uncertainty of the data used in these models. Results and discussion Level of vulnerability according to DRASTIC Fig. shows the distribution of the indexed zones to the vulnerability index obtained by the DRASTIC method. The values obtained are in the range of the theoretical values according to the classification of Engel et al.,. This classification has identified four levels of hydrogeological aquifer vulnerability (low, moderate, high and very high). Thus, there are areas that have been defined: areas having vulnerability index between 0 and (light areas), considered as a moderate vulnerability Majour et al.
6 J. Bio. & Env. Sci. 0 and areas with a vulnerability index ranging between 57 and 5, corresponding to a high vulnerability (Dark areas). Through this map, two levels of vulnerability to pollution were highlighted: moderate and high. The area of moderate vulnerability covers almost the entire territory of the aquifer (%), while the area of high vulnerability (%) is confined to the extreme north of the aquifer. As a perspective, contamination of the aquifer due to surface pollution remains tolerable in the area of moderate vulnerability, because the pollutant will be difficult to cross the clayey sandy. Fig.. Division of the study area into indexed areas according to the vulnerability index obtained from the DRASTIC method. For each DRASTIC parameters, we have established a map on which are delineated areas according to intervals recommended by the DRASTIC rating system. The synthesis map (Fig. ), is a result of the superposition of seven thematic maps related to the DRASTIC parameters. However, this will not be the case in the area of high vulnerability which should be subject to enhanced surveillance. Indeed, the relatively low depth of the aquifer and the non- saturated medium, composed of coarse sand, are conditions that promote infiltration of any contaminant present on the surface. These findings require more protection of the aquifer located particularly in the area of high vulnerability from any pollution, mainly the one derived from agroindustrial plantations which are numerous in the study area. Nevertheless, Osborn et al., () have pointed out that even if the measure of the vulnerability of groundwater established by the DRASTIC method shows a low level, it is still considered as relative and therefore, the area is considered not so far away from contamination. Level of vulnerability according to SI The SI method differs from the DRASTIC method by its absence in taking into account the following parameters: hydraulic conductivity of the aquifer (C), impact of nonsaturated conditions (I) and lithology of the aquifer (A). Indeed, Ribeiro (000) has minimized these parameters because he considers that the hydraulic conductivity of the aquifer is difficult to assess in space, while the attenuation processes related to the parameter of "soil type" have no great effect on vulnerability. Fig.. Sensitivity mapping for water of the Biskra sandy aquifer pollution realized from data of the DRASTIC method. These observations are also shared by other authors (Lobo-Ferreira and Oliveira, 005; Stigter et al., 00. In addition, more recent studies (Hamza et al, 007; Saidi et al., 00) show a good correlation between areas considered vulnerable by the SI method and the Majour et al.
7 J. Bio. & Env. Sci. 0 areas really contaminated after their exposure. In our study, two maps depicting the sensitivity level are developed : the sensitivity map of irrigation water use (Fig. ), and that of water intended for drinking water (Fig. 5). Fig. 5. Sensitivity map of water pollution in the sandy aquifer of Biskra, for the supply of drinking water. Fig.. shows that irrigation water, with a very high level of sensitivity to pollution, occupies the major part of the study area. However, we notice that the less sensitive area is spread over km long and 500 m wide, located in the southeast of Biskra. Fig. 5 shows that the entire study area has a very high level of sensitivity to pollution of the groundwater used for potable water. This is explained by the more restrictive criteria threshold of potable water quality. Validation of the vulnerability maps According to Hamza et al., 007; Ake et al., 00; Saidi et al., (00), the development of a vulnerability map is tested and validated by chemical analysis of groundwater. In the present study, this activity was carried out by a comparison between the distribution of nitrates in water of the aquifer and the distribution of vulnerability classes determined by the DRASTIC and SI methods. Analyzes of groundwater have been done on 0 samples from drillings and wells, evenly distributed over the study area. Table 5 gives the distribution of values of nitrate concentration according to the degree of vulnerability through the application of DRASTIC and SI methods. Table. Coincidence between nitrate concentrations and different vulnerability classes of DRASTIC and SI methods. Vulnérability map DRASTIC SI Degree of vulnerability NO - [0-0[ (mg/l) NO - [0-0[ (mg/l) 0 NO - [0-50[ (mg/l) NO - >50 (mg/l) 0 Moderate high Total high 0 very high 0 Total 5 Rate of coincidence 75 % 5 % This table shows on one hand the dominance of the vulnerability class 'moderate' in the DRASTIC method, on the other hand there is the predominance of the vulnerability class "very high" in the SI method. Moreover, it is shown that the rate of coincidence by the DRASTIC method is 75% less reliable than that of the SI method, which registers a rate of coincidence of 5%. The vulnerability map established using the later method reflects better the reality of the terrain. 0 Majour et al.
8 J. Bio. & Env. Sci. 0 This high rate of coincidence related to the SI method can be explained by the fact that the latter is specific to agricultural pollution from nitrates. The DRASTIC method in turn, is a method of intrinsic vulnerability that takes into account neither the nature of the pollutants or factors governing the specific vulnerability, such as land use. However, the rate of coincidence is satisfactory for both methods with at least 75%, which have proven their effectiveness in mapping water vulnerability to pollution. Conclusion Groundwater pollution risk mapping is carried out by overlay of layers representing the different parameters in the par metrics models. This overlay of the two models (DRASTIC and SI) by compiling hydro geological and hydro chemical sandy aquifer of Biskra data has allowed to index its vulnerability to water pollution. The integration of data from geographic information system (GIS) has defined risk areas with moderate and high indices. The region of moderate vulnerability covers almost the entire territory of the aquifer (%). While the area of high vulnerability (%), is confined to the extreme north of the aquifer, and which should be thus subject to special surveillance. These results lead us to put a hypothesis of a pollution of the aquifer by infiltration of agricultural inputs (nitrates, etc..) into the soil surface. Regarding this situation, we shouldn t allow additional high risk activities in order to obtain economic advantage and to reduce environmental pollution hazard by taking necessary protection. Moreover, the validation test has allowed us to highlight more accurately the vulnerability to pollution of the groundwater by the SI method than that of the DRASTIC technique. Finally, we consider that the used methods of DRASTIC vulnerability, SI and Geographic Information System (GIS) are efficient methods to get a decision support and integrated planning tools to enable sustainable use of water resources. The results are a way to avoid possible contamination water. References Agence Nationale des Ressources Hydriques (ANRH). 00. Carte d inventaire des points d eau dans la wilaya de Biskra Algérie. Aké GE, Dongo K, Kouadio BH, Dibi B, Saley MB, Biemi J. 00. Contribution des méthodes de vulnérabilité intrinsèque DRASTIC et GOD à l étude de la pollution par les nitrates dans la région de Bonoua (Sud-Est de la Côte d Ivoire). European Journal of Scientific Research (), Aller L, Bennet T, Lehr JH, Petty RJ, Hackett G. 7. DRASTIC: a standardized system for evaluating groundwater pollution potential using hydrog-eological setting. EPA/00/-7/05. US Env. Protection Agency p. Bézèlgues S, Des-Garets E, Mardhel V, Dörfliger N. 00. Cartographie de la vulnérabilité de Grand- Terre et de Marie-Galatie (Guadeloupe). Phase : méthodologie de détermination de la vulnérabilité 5 p. Chebbah M Lithostratigraphie, Sédimentologie et modèles de bassins des dépôts néogènes de la région de Biskra, de part et d'autre de l'accident Sud Atlasique. Thèse de Doctorat d état, Université Mentouri, Constantine, Algérie 0 p. Cornet A.. Introduction à l hydrogéologie saharienne, Revue de géographie physique et de géologie dynamique, Vol. VI, Fasc., 5-7. Djabri L. 0. Etats de la qualité des eaux en Algérie. XIIème Journée Nationale Génie Côtier Génie Civil. Cherbourg, - juin 0. France. Engel BA, Navulur KCS, Cooper BS, Hahn L.. Estimating groundwater vulnerability to nonpoint source pollution from nitrates and pesticides on a regional scale. Int. Assoc. Hydrol. Sci 5, 5-5. Hamza MH, Added A, Frances A, Rodriguez R Validité de l application des méthodes de vulnérabilité DRASTIC, SINTACS et SI à l étude de la pollution par les nitrates dans la nappe phréatique de Metline-Ras Jebel-Raf Raf (Nord-Est Tunisien). Geoscience, Majour et al.
9 J. Bio. & Env. Sci. 0 Jourda JP, Kouame KJ, Adja MG, Deh SK, Anani AT, Effini AT, Biemi J Evaluation du degré de protection des eaux souterraines: vulnérabilité à la pollution de la nappe de Bonoua (Sud-Est de la Côte d Ivoire) par la méthode DRASTIC. Actes de la Conférence Francophone. SIG 007/0 au Octobre 007, Versailles-France p. Kaliraj S, Chandrasekar N, Peter TS. Selvakumar S, Magesh NS. 05. Mapping of coastal aquifer vulnerable zone in the south west coast of Kanyakumari, South India, using GIS-based DRASTIC model. Environnemental monitoring and sassement 7(), - 7. Lallemand-Barrès A.. Normalisation des critères d établissement des cartes de vulnérabilité aux pollutions. Etude documentaire préliminaire. Orléans BRGM (édition). France p. Mebarki A. 00. Ressources en eau et aménagement en Algérie. Les bassins hydrographiques de l Est. OPU, Alger p. Neubert S, Scheumann W, Kipping M. 00. Water Politics, Policies and Development Cooperation: Local Power play and Global Governance, Springer, Geosciences pages. Oliveira M, Lobo-Ferreira JP Análise de sensibilidade de aplicação de métodos indexados de avaliação da vulnerabilidade à poluição de águas subterrâneas no sul da península Ibérica, APRH (Édit-eurs), Lisbonne, Portugal -5. Prévil C, Thériault M, Rouffignat J. 00. Analyse multicritère et SIG pour faciliter la concertation en aménagement du territoire : vers une amélioration du processus décisionnel. Cahiers de géographie du Québec, vol 7, 0, 5-. Pusatli TO, Camur ZM, Yazicigil H. 00. Susceptibility indexing method for irrigation water management planning: applications to K. Menderes river basin, Turkey. Journal of Environmental Management, Vol 0,, -7. Ribeiro L Desenvolvimento de um índice para avaliar a susceptibilidade dos aquíferos à contaminação. Nota interna, (Não publicada), ERSHA-CVRM p. Sadat-Noori M, Ebrahimi K. 0. Groundwater vulnerability assessment in agricultural areas using a modified DRASTIC model. Environmental monitoring and assessment (), -. Saidi S, Bouri S, Ben Dhia H, Anselme B. 00. A GIS-based susceptibility indexing method for irrigation and drinking water management planning: Application to Chebba Mellouleche Aquifer, Tunisia. Agricultural Water Management, -0. Stigter TY, Ribeiro L, Carvalho-Dill AMM, 00. Evaluation of an intrinsic and a specific vulnerability assessment method in comparison with groundwater salinisation and nitrate contamination levels in two agricultural regions in the south of Portugal, Hydrogeol J., 7-. Osborn NI, Eckenstein E, and Koon KQ.. Vulnerability Assessment of Twelve Major Aquifers in Oklahoma: Oklahoma Water Resources Board Technical Report -5, p. Word Health Organisation (WHO). 00. Guidelines for Drinking-water Quality. Recommendations, rd edition 55 p. Majour et al.
Assessment of groundwater vulnerability to pollution by pesticides in catchment scale Ireneusz KAJESKI Institute of Environmental Engineering, Agricultural University, roclaw ABSTACT In the paper DASTIC
POLLUTION POTENTIAL OF GROUND- WATER RESOURCES IN ANTALYA CITY Mustafa Yildirim and Bulent Topkaya Akdeniz University, Department of Environmental Engineering, Topcular, 07200 Antalya, Turkey Presented
International Journal of Water Resources and Arid Environments 1(3): 219-225, 2011 ISSN 2079-7079 PSIPW, 2011 Integrated Approaches to the Assessment of the Impacts of Climate and Socio-economic Change
European Water 57: 42-428, 2017. 2017 E.W. Publications Updated groundwater vulnerability evaluation at a coastal aquifer system in NE Greece G. Eminoglou 1, I. Gkiougkis 1, A. Kallioras 2 and F.-K. Pliakas
Potential effects evaluation of dewatering an underground mine on surface water and groundwater located in a rural area ITRODUCTIO Michel Mailloux* Eng. M.Sc, Vincent Boisvert, M.Sc, Denis Millette, Eng.,
Regional hydrogeological mapping in Abitibi-Temiscamingue, Quebec, Canada: from groundwater knowledge to land management Vincent Cloutier, Eric Rosa, Simon Nadeau, Pierre-Luc Dallaire, Daniel Blanchette,
Pyrex Journals 2035-7789 Pyrex Journal of Ecology and the Natural Environment Vol 1 (2) pp. 007-012 July, 2015 http:///pjene Copyright 2015 Pyrex Journals Original Research Article Using the DRASTIC method
Water Framework Directive Groundwater Monitoring Programme Site Information Banagher BH ImagePath1: Banagher BH\19_001 Sampling Point.JPG Banagher is a public water supply scheme which comprises a groundwater
Journal of Biodiversity and Environmental Sciences (JBES) ISSN: 2220-6663 (Print) 2222-3045 (Online) Vol. 5, No. 1, p. 555-561, 2014 http://www.innspub.net RESEARCH PAPER OPEN ACCESS Highlighting of the
Design of a passive hydraulic containment system using FEFLOW modelling Rémi Vigouroux email@example.com Florence Lenhardt firstname.lastname@example.org Noëlle Doucet email@example.com
Groundwater in Lusaka a - A Resource in Need of Protection - Roland Bäumle & Levy Museteka Fringilla Lodge, Feb 8 th, 2011 Presentation Outline 1. Groundwater Pollution 2. Groundwater Protection 3. Vulnerability
AQUIFERS OF THE SAN ANTONIO RIVER BASIN OBJECTIVES Explain what an aquifer is Identify the major aquifers located in the San Antonio River Basin Explain the difference between porosity and permeability
Azienda Servizi Ambientali Livorno Arpat 32 International Geological Congress Hydrogeology General Symposia G-09.04 Hydrogeological modeling for the improvement of water budget and environmental problems
ALOJZY SZYMAŃSKI, ZBIGNIEW LECHOWICZ, KAZIMIERZ GARBULEWSKI Department of Geotechnical Engineering, Warsaw Agricultural University SGGW, Poland Geoenvironmental impact assessment of a landfill for solid
62 Hydrology of the Mediterranean and Semiarid Regions (Proceedings of an international symposium held at Montpellier. April 2003). IAHS Publ. no. 278. 2003. Importance of irrigation return flow on the
INTRODUCTION What is groundwater? Water contained in saturated soil and rock materials below the surface of the earth. It is not NEW water, but is recycled water through the hydraulic cycle. The source
412 17 th Salt Water Intrusion Meeting, Delft, The Netherlands, 6-10 May 2002 GROUNDWATER SALINIZATION IN VERSILIA (ITALY) Giovanni PRANZINI Earth Science Department, University of Florence. Via I. Nardi,
STEP-BY-STEP MONITORING METHODOLOGY FOR INDICATOR 6.5.2 PROPORTION OF TRANSBOUNDARY BASIN AREA WITH AN OPERATIONAL ARRANGEMENT FOR WATER COOPERATION 1. MONITORING CONTEXT 1.1 INTRODUCTION OF THE INDICATOR
The Danish action plan for promotion of eco-efficient technologies Danish Lessons The Danish action plan for promotion of eco-efficient technologies Danish Lessons Hydrogeological mapping for site-specific
Hydrological forecasting - Prévisions hydrologiques (Proceedings of the Oxford Symposium, April 1980; Actes du Colloque d'oxford, avril 1980): IAHS-AISH Publ. no. 129. SHE: towards a methodology for physically-based
Proceedings of the 13 th International Conference on Environmental Science and Technology Athens, Greece, 5-7 September 2013 INVESTIGATION ON SURFACE AND SUBSURFACE FLUID MIGRATION: ENVIRONMENTAL IMPACT
The effects of drought on irrigation water resources and the new watersaving trend of irrigated farming. Case of the Korimat irrigated perimeter, Essaouira province, Morocco El Moujahid A. in López-Francos
4.0 Procedures And Layer Descriptions: The complexity of the hydrogeology in the Middle and Upper Roaring Fork study area and the disparity in type, distribution and accuracy of available data do not support
Rajshahi University J. of Sci. 39, 11-26 (2011) ISSN 1681-0708 Groundwater Balance Study in the High Barind, Bangladesh A.H.M.Selim Reza 1, Quamrul Hasan Mazumder 1 and Mushfique Ahmed 1 1 Department of
August 15, 2006 (Revised) July 3, 2006 Project No. 01-05-0854-101A Mr. David Reed, P.E. Protean Design Group 100 East Pine Street, Suite 306 Orlando, Florida 32801 Preliminary Soil Survey Report Polk Parkway
SECTION 3 NATURAL RESOURCES The natural environment plays a large role in planning for future development. Environmental conditions, such as topography, wetlands, floodplains, and water bodies, can often
First International Conference on Saltwater Intrusion and Coastal Aquifers Monitoring, Modeling, and Management. Essaouira, Morocco, April 23 25, 2001 Adaptation of an Evaluation Vulnerability Method to
Prediction for Natural Recharging In Langat Basin and Ukm Campus as Case Study 1 Mohaad Fawzi Al Ajlouni, 2 Rakmi Abd Rahman, 3 Abdul Ghani Rafek, 4 Mazlin Mokhtar, 5 Noor Ezlin Ahmad Basri 1, 5 Department
1 MINISTERE DES RESSOURCES EN EAU Italian Ministry for the Environment ALGERIE SINDBAD Système INtégr gré De gestion du BAssin pour la réutilisation r Des eaux usées pour l agriculturel (Integrated River
Water in Celtic Countries: Quantity, Quality and Climate Variability (Proceedings of the Fourth InterCeltic Colloquium on Hydrology and Management of Water Resources, Guimarães, Portugal, July 2005). IAHS
AQUA 2015 15 th September 2015, ROME Low velocity areas' influence on contaminant persistence: a field study (Milan, Italy) Alberti Luca 1, Colombo Loris 1, Francani Vincenzo 1 1 Politecnico di Milano,
PESTEAUX: A PROJECT FOR BUILDING GIS-BASED TOOL FOR THE ASSESSMENT OF WATER POLLUTION RISKS AT LOCAL SCALE DUE TO PESTICIDES Boubacar Billo BAH 1*, Stéphanie NOËL 2*, Dominique BUFFET 1, François HENRIET
REPUBLIQUE TUNISIENNE ONAS Contribution of wastewater treatment to groundwater protection experiences in Tunisia Part 1: Wastewater treatment the case of Medjerda valley Khaled MEHREZ National Sanitation
DELINEATION OF GROUNDWATER POTENTIAL ZONE IN THE INDO-GANGETIC PLAIN THROUGH GIS ANALYSIS Dinesh Pathak Journal of Institute of Science and Technology Volume 22, Issue 1, July 2017 ISSN: 2469-9062 (print),
Assessment of Global change impacts on groundwater resources in Souss- Massa basin Choukr-Allah Redouane 1, Hirich Abdelaziz 1 and Nrhira Abdessadek 2 1 Agronomic and Veterinary Medicine Hassan II Institute,
Project: Best praccces for Agricultural Wastes (AW) treatment and reuse in the Mediterranean countries Co- funded by LIFE+ Environment Policy and Governance, LIFE10 ENV/GR/594 Website: www.wastereuse.eu,
UCLA Electronic Green Journal Title Hydrogeological Environmental Assessment of Sanitary Landfill Project at Jammu City, India Permalink https://escholarship.org/uc/item/8w3137mx Journal Electronic Green
Comparison between Neuman (1975) and Jacob (1946) application for analysing pumping test data of unconfined aquifer Dana Mawlood 1*, Jwan Mustafa 2 1 Civil Engineering Department, College of Engineering,
Southland Physiographic zones Central Plains Technical information Physiographic zones are part of the Water and Land 2020 & Beyond project that aims to maintain and improve water quality in the Southland
DRAFT! For Personal Use Only. Assessing Vulnerability of Groundwater May 2001 This booklet is part of a series of educational brochures and slide sets that focuses on various aspects of water source protection.
International Journal of Environmental Monitoring and Analysis 2015; 3(5): 238-244 Published online September 2, 2015 (http://www.sciencepublishinggroup.com/j/ijema) doi: 10.11648/j.ijema.20150305.11 ISSN:
Analysis of the Co-occurrence Of Nitrate-Nitrogen and s In Minnesota Groundwater Prepared by: and Fertilizer Management Division Monitoring Unit May 10, 2006 (Revised) 5/11/2006 MDA Co-occurrence of Nitrate
SALINISATION OF THE NORTHERN COASTEL AREA OF THE NETHERLANDS DUE TO LAND SUBSIDENCE AND SEA LEVEL RISE PERRY DE LOUW AND GUALBERT OUDE ESSINK TNO Geological Survey of the Netherlands P.O. Box 815, 358TA
Groundwater resources in the Indo Gangetic Basin Resilience to climate change and abstraction Executive Summary Groundwater within the Indo Gangetic Basin (IGB) alluvial aquifer system forms one of the
International Symposium on Water Management and Hydraulic Engineering Ohrid/Macedonia, 1-5 September 2009 Paper: A76 Interaction Matrix Method in Hydrogeological Analyses at Coal Mines Milorad Jovanovski,
Sediment management of hydropower cascade: example of CNR run-of-river developments, French Rhone River, France Christophe PETEUIL Compagnie Nationale du Rhone Engineering Department, River Systems and
Chapter Chapter 1 Characteristics of Land Resources The geology, soils and topography of Woodford County T he geology, soils and topography of an area are important to the community planning process for
Impact of anthropogenic activities and climate changes on groundwater evolution and functioning through the study of geochemical tracer approach in coastal region: case of Grombalia phtreatic aquifer (NE
Republic of Mauritius Water Account, Mauritius 2013 Statistics Mauritius, Ministry of Finance and Economic Development June 15 Contents Foreword... III List of Symbols and Abbreviations... IV 1. Introduction...
Using Fractran Fracture Flow Modeling in Tandem with Modflow to Assist in the Development of Wellfield Protection Zones for Municipal Wells in Bedrock T.K. Wiezel 1, G.G. Violette 1 and S.T. Hamilton 2
Artificial Groundwater Recharge through Recharge Tube Wells: A Case Study M J Kaledhonkar, Non-member O P Singh, Non-member S K Ambast, Non-member N K Tyagi, Non-member K C Tyagi, Non-member Two-recharge
The effect of Hilti / Salahi Recharge Dam in Batineh Area, Sultanate of Oman on the Quality of Groundwater Using GIS William Bajjali University of Wisconsin Superior, Department of Biology & Earth Sciences,
Environ Earth Sci (2013) 68:1119 1126 DOI 10.1007/s12665-012-1813-x ORIGINAL ARTICLE Simulation of horizontal well performance using Visual MODFLOW Wan Mohd Zamri W. Ismail Ismail Yusoff Bahaa-eldin E.
1 ENVIRONMENTAL SCIENCE Multidisciplinary Concentration Department of Earth & Atmospheric Sciences The environmental science major is an extended major (no minor required) designed with a designated core
ENVIRONMENTAL HYDROGEOLOGY m LEWIS Mostafa M. Soliman Professor, Faculty of Engineering Ain Shams University Cairo, Egypt Philip E. LaMoreaux Senior Hydrogeologist Bashir A. Memon Executive Vice President
02.12 Groundwater Levels (Edition 2002) Overview The exact knowledge of the current ground-water levels, and hence also of groundwater stocks, is imperative for the State of Berlin, since 100% of the drinking-water
2017 2 nd International Conference on Sustainable Energy and Environment Protection (ICSEEP 2017) ISBN: 978-1-60595-464-6 Source Apportionment of Petroleum Hydrocarbon Contamination in Karst Fissure Groundwater
Developing a Technically Sound Aquifer Test Plan that Meets the Requirements of the Susquehanna River Basin Commission NY PA Brooks G. Abeln, P.G. Hydrogeologist, Project Review September 24, 2012 MD Susquehanna
AMERICAN INSTITUTE OF HYDROLOGY EDUCATIONAL CRITERIA AIH FORM011A Rev. 11/21/17 BASIC REQUIREMENTS Completion of a full course of study leading to a bachelor's or higher degree at an accredited college
Journal of Water Resource and Protection, 2015, 7, 1483-1494 Published Online December 2015 in SciRes. http://www.scirp.org/journal/jwarp http://dx.doi.org/10.4236/jwarp.2015.717122 Numerical Simulation
UTILIZING GEOGRAPHIC INFORMATION SYSTEMS TO IDENTIFY AND MONITOR CONCENTRATED ANIMAL FEEDING OPERATIONS IN DUPLIN COUNTY, NC Sean Burke Graduate Student Department of Geography and Geology University of
Water Framework Directive (WFD) River Basin District Management Systems Technical Requirements for Groundwater and Related Aspects Interim Report of Working Group on Groundwater September 2001 Contents
EES 1001 Lab 9 Groundwater Water that seeps into the ground, and is pulled down by gravity through void spaces (*see below) in the soil and bedrock eventually percolates down to a saturated zone, a water-logged
Phyto-technology to reduce water pollution and sustain forestry and agroforestryactivities in the South Mediterranean region Paolo De Angelis DIBAF University of Tuscia Viterbo- Italy PEOPLE INVOLVED Paolo
GROUNDWATER IN THE VOLTA BASIN 1.0 Introduction The Volta is a transboundary river, which is shared by six countries in West Africa; Bénin, Burkina Faso, Cote d Ivoire, Ghana, Mali and Togo. It stretches
Available online at www.sciencedirect.com Energy Procedia 18 (2012 ) 581 586 Impact Of The Urbain And Industrial Rejection On The Environment «Annaba, North - Est Algeria» BOUSLAH.S a, Tachi.S b & Soufi.A
Current state of water quality monitoring and lab facilities in Sri Lanka Expected Needs and Challenges due to Tsunami AM Mubarak-Director, ITI Content Responsible Institutions for water resources Water
Unit Overview Hydrologic Cycle, Thermal Energy Transfer. Content Elaborations The movement of water through the spheres of E water changes state and energy is transferred, it water transfers from the hydrosphere
Montana Ground-Water Assessment Statewide Monitoring Well Network Montana Ground-Water Assessment Water-level Monitoring and Drought: January March 2004 Tom Patton - Montana Bureau of Mines and Geology
Q: What is a Foundation Only permit and why did I receive one when I filed for a full Building Permit? All Building Permits for new construction and additions are reviewed for zoning compliance. This review
FRANCE MANAGEMENT PLAN FOR THE ASTIAN AQUIFER CASE #20 ABSTRACT Description This case is concerned with establishing an institutional structure for the management and restoration of groundwater located
9 SURFACE WATER SECTION 9.1 Surface Water Movement In your textbook, read about surface water and the way in which it moves sediment. Complete each statement. (13 points) 1. An excessive amount of water
RI Site Specific Soil Mapping Standards and Procedures Understanding Hydrologic Soil Groups and Site Specific Mapping URI Coastal Institute, Kingston June 28 th 2012 Jillian Phillips URI Cooperative Extension