Pub Date : 2016-06-30DOI: 10.4172/2157-7587.1000249
Sintayehu Legesse Gebre, Yitea Sineshaw Getahun
This study has analyzed the climate variability and meteorological drought events over Limpopo River Basin. The Limpopo Basin is shared by four countries, Botswana, South Africa, Zimbabwe, and Mozambique. The total catchment is approximately 408,000 km2. The main governing factor for rainfall patterns in the basin is the movement of the Inter-tropical Convergence Zone (ITCZ). In this study the drought event has been analyzed using standardized precipitation index (SPI). The SPI quantifies the precipitation deficit for multiple time scales and reflects the impact of droughts on the availability of water resources. The long year`s daily average monthly precipitation for the whole area indicates that the precipitation is variable and there is no any clear trend. The relative percentage change of average monthly precipitation of the 1992-2001 compared to 1961-1991 period using WATCH Climate data of the River basin indicates that, a positive value increase in percentage change is observed for the whole months of the year. High magnitude deviation in maximum and minimum temperature in the month of July 2001 observed with respect to 1961-2000 period. 5.2 and 7.9 degree centigrade respectively. The long term SPI analysis indicates that there was an extended accumulated sever dry condition that is prolonged from 1991 up to 1992 over the basin. Generally, this study indicates that there is a frequent meteorological drought events and unpredictable climate variability in the basin. Therefore farmers should take a precaution to adjust their farming system and to overcome drought events for better agricultural productivity.
{"title":"Analysis of Climate Variability and Drought Frequency Events on Limpopo River Basin, South Africa","authors":"Sintayehu Legesse Gebre, Yitea Sineshaw Getahun","doi":"10.4172/2157-7587.1000249","DOIUrl":"https://doi.org/10.4172/2157-7587.1000249","url":null,"abstract":"This study has analyzed the climate variability and meteorological drought events over Limpopo River Basin. The Limpopo Basin is shared by four countries, Botswana, South Africa, Zimbabwe, and Mozambique. The total catchment is approximately 408,000 km2. The main governing factor for rainfall patterns in the basin is the movement of the Inter-tropical Convergence Zone (ITCZ). In this study the drought event has been analyzed using standardized precipitation index (SPI). The SPI quantifies the precipitation deficit for multiple time scales and reflects the impact of droughts on the availability of water resources. The long year`s daily average monthly precipitation for the whole area indicates that the precipitation is variable and there is no any clear trend. The relative percentage change of average monthly precipitation of the 1992-2001 compared to 1961-1991 period using WATCH Climate data of the River basin indicates that, a positive value increase in percentage change is observed for the whole months of the year. High magnitude deviation in maximum and minimum temperature in the month of July 2001 observed with respect to 1961-2000 period. 5.2 and 7.9 degree centigrade respectively. The long term SPI analysis indicates that there was an extended accumulated sever dry condition that is prolonged from 1991 up to 1992 over the basin. Generally, this study indicates that there is a frequent meteorological drought events and unpredictable climate variability in the basin. Therefore farmers should take a precaution to adjust their farming system and to overcome drought events for better agricultural productivity.","PeriodicalId":17605,"journal":{"name":"Journal of Waste Water Treatment and Analysis","volume":"1 1","pages":"1-7"},"PeriodicalIF":0.0,"publicationDate":"2016-06-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"83303807","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2016-06-25DOI: 10.4172/2157-7587.1000248
Ramach, ra Tv, S. Vinay, B. Aithal
Environmental/Ecological flow refers to the minimum flow of water to be maintained in a water body (river, lake, etc.) to sustain ecosystem services. Understanding environmental flow is important to ensure the local ecological and social (people, agriculture and horticulture, etc.) needs in a sustained and balanced way, while designing large scale projects (such as hydro-electric, river diversion, etc.). Western Ghats are the mountain ranges extending from southern tip of India (Tamil Nadu-Kanyakumari) to Gujarat. These mountain ranges are rich in biodiversity with diverse and endemic flora and fauna, and is birth place to numerous perennial rivers namely Netravathi, Sita, Sharavathi, Aghanashini, Krishna, Cauvery, etc. Western Ghats is often referred as water tower of peninsular India, due to the water and food security provided by the ecosystem through array of services. The region is also one among 35 global biodiversity hotspots. However, deforestation due to large scale land cover changes has affected the water sustenance in the region evident from the quantity and duration of water availability during post monsoon period. Forests in the Western Ghats along with the soil characteristics and precipitation plays a major role in storing water in sub-surface (vadoze and groundwater) zones during monsoon, and releases to the streams during post monsoon periods catering to the needs of the dependent biota including humans. Some of these undisturbed/ unaltered natural flow conditions in rivers and streams have proved their worth with the presence of rich and diverse species and array of ecosystem services, which also has helped in sustaining the livelihood of dependent populations. The undisturbed flow conditions guarantees the natural flow as well as minimum flow in streams to sustain the ecosystem services, which helps in meeting the social and ecological needs. Growing demand to cater the demands of burgeoning human population coupled with accelerated pace of deforestation due to unplanned and senseless developmental projects in the ecologically fragile regions have led the water scarcity even in regions receiving high amount of rainfall. In the current communication an attempt is made to understand the linkages between the hydrological dynamics across varied landscape with the anthropogenic and ecological water needs. If the available water resource meets the societal and environmental demands across seasons, the catchment is said to achieve the minimum flow requirements. The federal government has plans to divert the water from rivers in Western Ghats region to the dry arid regions in Karnataka. In this regard, environmental flow assessment of Yettinahole river in Central Western Ghats is carried out to understand the feasibility of river diversion through the assessment of hydrologic regime with the analysis of land use dynamics (using remote sensing data), meteorological data (rainfall, temperature, etc. from IMD, Pune), hydrological data (f
环境/生态流量是指水体(河流、湖泊等)维持生态系统服务所需的最小水量。在设计大型项目(如水电、引水等)时,了解环境流对于确保当地生态和社会(人、农业和园艺等)需求的持续和平衡至关重要。西高止山脉是从印度南端(泰米尔纳德邦)延伸到古吉拉特邦的山脉。这些山脉具有丰富的生物多样性,拥有各种特有的动植物,是许多常年河流的发源地,即Netravathi, Sita, Sharavathi, Aghanashini, Krishna, Cauvery等。西高止山脉通常被称为印度半岛的水塔,因为该生态系统通过一系列服务提供了水和粮食安全。该地区也是全球35个生物多样性热点地区之一。然而,由于大规模土地覆盖变化造成的森林砍伐影响了该地区的水维持,这一点从季风期后可用水量的数量和持续时间可见一斑。西高止山脉的森林以及土壤特征和降水在季风期间将水储存在地下(雾和地下水)区,并在季风后时期将水释放到溪流中,以满足包括人类在内的依赖生物群的需要。其中一些未受干扰/未改变的河流和溪流的自然流动条件已经证明了它们的价值,因为它们存在丰富多样的物种和一系列生态系统服务,这也有助于维持依赖它们的人口的生计。不受干扰的水流条件保证了河流的自然流量和最小流量,以维持生态系统服务,有助于满足社会和生态需求。为了满足迅速增长的人口的需求而不断增长的需求,加上由于生态脆弱地区的无计划和毫无意义的发展项目而加速了森林砍伐的速度,导致即使在降雨量大的地区也出现了水资源短缺。在当前的交流中,试图了解不同景观的水文动态与人为和生态水需求之间的联系。如果可用的水资源在各个季节都能满足社会和环境的需求,则称集水区达到了最低流量要求。联邦政府计划将西高止山脉地区的河水引到卡纳塔克邦干旱的干旱地区。在这方面,对中西部高止山脉的Yettinahole河进行了环境流量评估,以了解河流转移的可行性,通过评估水文制度,分析土地利用动态(使用遥感数据),气象数据(来自浦那IMD的降雨,温度等),水文数据(来自测量的溪流)以及在集水区的实地调查。集水区的年降雨量为3000-5000毫米(卡纳塔克邦政府统计局)。土地利用分析表明,流域以常绿森林(45.08%)为主,其次为农业人工林(29.05%)和草地(24.06%)。基于当前土地利用和其他相关水文参数,采用经验方法计算每个子集水区的集水量。汇水区的总径流量估计为9.55 TMC。住宅用途(包括农业、园艺和牲畜饲养)需要约5.84 TMC。根据水文排放监测和西高止山脉选定溪流18个月(涵盖所有季节)的溪流鱼类多样性计算,维持溪流中鱼类生命所需的水量约为2 TMC。考虑到现有的水仅足以满足该区域的人为和生态需要,满足干旱干旱地区用水需求的可持续选择办法是:(i)分散集水(通过水箱、池塘、湖泊等),(ii)恢复或恢复现有湖泊/池塘,(iii)废水的再利用,(iv)地下水资源的补给,(v)在集水区种植本地牧草和树种(以加强集水区的渗水能力);(vi)通过微分水岭方法实施水土保持措施。与引水工程相比,在干旱区实施这些因地制宜的方法成本要低得多,如果实施这些方法,将有助于参与项目决策、建设和实施的社会阶层。
{"title":"Environmental Flow Assessment in a Lotic Ecosystem of Central Western Ghats, India","authors":"Ramach, ra Tv, S. Vinay, B. Aithal","doi":"10.4172/2157-7587.1000248","DOIUrl":"https://doi.org/10.4172/2157-7587.1000248","url":null,"abstract":"Environmental/Ecological flow refers to the minimum flow of water to be maintained in a water body (river, lake, etc.) to sustain ecosystem services. Understanding environmental flow is important to ensure the local ecological and social (people, agriculture and horticulture, etc.) needs in a sustained and balanced way, while designing large scale projects (such as hydro-electric, river diversion, etc.). Western Ghats are the mountain ranges extending from southern tip of India (Tamil Nadu-Kanyakumari) to Gujarat. These mountain ranges are rich in biodiversity with diverse and endemic flora and fauna, and is birth place to numerous perennial rivers namely Netravathi, Sita, Sharavathi, Aghanashini, Krishna, Cauvery, etc. Western Ghats is often referred as water tower of peninsular India, due to the water and food security provided by the ecosystem through array of services. The region is also one among 35 global biodiversity hotspots. However, deforestation due to large scale land cover changes has affected the water sustenance in the region evident from the quantity and duration of water availability during post monsoon period. Forests in the Western Ghats along with the soil characteristics and precipitation plays a major role in storing water in sub-surface (vadoze and groundwater) zones during monsoon, and releases to the streams during post monsoon periods catering to the needs of the dependent biota including humans. Some of these undisturbed/ unaltered natural flow conditions in rivers and streams have proved their worth with the presence of rich and diverse species and array of ecosystem services, which also has helped in sustaining the livelihood of dependent populations. The undisturbed flow conditions guarantees the natural flow as well as minimum flow in streams to sustain the ecosystem services, which helps in meeting the social and ecological needs. Growing demand to cater the demands of burgeoning human population coupled with accelerated pace of deforestation due to unplanned and senseless developmental projects in the ecologically fragile regions have led the water scarcity even in regions receiving high amount of rainfall. In the current communication an attempt is made to understand the linkages between the hydrological dynamics across varied landscape with the anthropogenic and ecological water needs. If the available water resource meets the societal and environmental demands across seasons, the catchment is said to achieve the minimum flow requirements. The federal government has plans to divert the water from rivers in Western Ghats region to the dry arid regions in Karnataka. In this regard, environmental flow assessment of Yettinahole river in Central Western Ghats is carried out to understand the feasibility of river diversion through the assessment of hydrologic regime with the analysis of land use dynamics (using remote sensing data), meteorological data (rainfall, temperature, etc. from IMD, Pune), hydrological data (f","PeriodicalId":17605,"journal":{"name":"Journal of Waste Water Treatment and Analysis","volume":"18 1","pages":"1-14"},"PeriodicalIF":0.0,"publicationDate":"2016-06-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"90146308","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2016-06-25DOI: 10.4172/2157-7587.1000246
Sadik Ahmed, I. Tsanis
It is widely acknowledged that the statistical properties of precipitation and temperature will change under the future climate condition, and this will cause a significant impact on water resources and its management at watershed scale. This study investigated the hydrological response to climate change for Spencer Creek watershed located in Southern Ontario, Canada. The precipitation and temperature projection used in this study were obtained from the North American Regional Climate Change Assessment Program (NARCCAP) climate simulations. NARCCAP climate projections were bias- corrected for meteorological stations representative of the watershed. The biascorrected NARCCAP climate projections were used as input in a calibrated hydrological model Hydrologiska Byrans Vattenbalans-avdelning (HBV) to simulate flows at the outlet of the watershed. The improvement of bias-corrected NARCCAP precipitation and temperature is revealed by Brier and Rank Probability Skill Score (BSS and RPSS, respectively). The comparison of current and future simulated flow results reveals an increase in winter daily average flows and decrease in other seasons, and approximately 13% increase in annual evapotranspiration under future climate condition. An increase in high flows and decrease in low flows under future climate is revealed by flowduration analysis.
人们普遍认为,在未来气候条件下,降水和温度的统计特性将发生变化,这将对流域尺度上的水资源及其管理产生重大影响。本研究调查了位于加拿大安大略省南部的斯宾塞河流域对气候变化的水文响应。本研究使用的降水和温度预估来自北美区域气候变化评估计划(NARCCAP)的气候模拟。对代表该流域的气象站的NARCCAP气候预估进行了偏差校正。偏差校正后的NARCCAP气候预测被用作校准水文模型Hydrologiska Byrans Vattenbalans-avdelning (HBV)的输入,以模拟流域出口的流量。Brier和Rank Probability Skill Score(分别为BSS和RPSS)揭示了偏差校正后NARCCAP降水和温度的改善。当前和未来模拟流量结果的对比表明,在未来气候条件下,冬季日平均流量增加,其他季节减少,年蒸散量增加约13%。流量持续时间分析揭示了未来气候条件下高流量增加、低流量减少的趋势。
{"title":"Watershed Response to Bias-Corrected Improved Skilled Precipitation and Temperature under Future Climate - A Case Study on Spencer Creek Watershed, Ontario, Canada","authors":"Sadik Ahmed, I. Tsanis","doi":"10.4172/2157-7587.1000246","DOIUrl":"https://doi.org/10.4172/2157-7587.1000246","url":null,"abstract":"It is widely acknowledged that the statistical properties of precipitation and temperature will change under the future climate condition, and this will cause a significant impact on water resources and its management at watershed scale. This study investigated the hydrological response to climate change for Spencer Creek watershed located in Southern Ontario, Canada. The precipitation and temperature projection used in this study were obtained from the North American Regional Climate Change Assessment Program (NARCCAP) climate simulations. NARCCAP climate projections were bias- corrected for meteorological stations representative of the watershed. The biascorrected NARCCAP climate projections were used as input in a calibrated hydrological model Hydrologiska Byrans Vattenbalans-avdelning (HBV) to simulate flows at the outlet of the watershed. The improvement of bias-corrected NARCCAP precipitation and temperature is revealed by Brier and Rank Probability Skill Score (BSS and RPSS, respectively). The comparison of current and future simulated flow results reveals an increase in winter daily average flows and decrease in other seasons, and approximately 13% increase in annual evapotranspiration under future climate condition. An increase in high flows and decrease in low flows under future climate is revealed by flowduration analysis.","PeriodicalId":17605,"journal":{"name":"Journal of Waste Water Treatment and Analysis","volume":"26 1","pages":"1-12"},"PeriodicalIF":0.0,"publicationDate":"2016-06-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"84710409","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2016-05-24DOI: 10.4172/2157-7587.1000244
Jasbir Kaur Taak, K. Singh, Ahluwalia As
In the present paper the hydrological regime around Sukhna wetland is studied to know how a wetland is functioning, its influence on hydrology of the area and wetland-groundwater interactions. The subsurface geology of boreholes drilled around Sukhna wetland reveals thick zones of boulders, pebbles, gravels, sand and clay at different depths. In this area there are two type aquifer systems i.e., shallow and deep. The depth for shallow aquifer ranged 2-20 m bgl and in deeper aquifers ranged 10 above 40 m bgl. The water level fluctuations for the period 1985-2013, indicates the declining water level trend in both the seasons i.e., pre monsoon (May) and post monsoon (November) due to over exploitation by tubewells installed by the Public Health Department, UT, Chandigarh for providing domestic water supply. The water table elevation contour maps for May and November months in Chandigarh for years 1986, 1991, 1999, 2005 and 2012 reveals that the regional ground water flow direction is from Northeast to Southwest and there in no significant temporal variations in regional ground water flow direction. On the basis of hydrological regime study around Sukhna wetland it is inferred that no appreciable rise in water levels has been observed around Sukhna wetland but it is contributing recharge in the upper shallow aquifer system in the central part of Chandigarh and below as the subsurface groundwater flow is towards south and south west direction
本文对苏赫那湿地周围的水文状况进行了研究,以了解湿地的功能、对该地区水文的影响以及湿地与地下水的相互作用。Sukhna湿地周围钻孔的地下地质揭示了不同深度的巨石、鹅卵石、砾石、沙子和粘土的厚带。该区存在浅层和深层两种类型的含水层系统。浅层含水层深度为2 ~ 20 m bgl,深层含水层深度为10 ~ 40 m bgl。1985-2013年期间的水位波动表明,由于昌迪加尔州公共卫生部为提供家庭供水而安装的管井过度开采,两个季节即季风前(5月)和季风后(11月)的水位都呈下降趋势。1986年、1991年、1999年、2005年和2012年昌迪加尔5月和11月的地下水位高程等值线图显示,区域地下水流向从东北向西南,区域地下水流向没有明显的时间变化。通过对苏赫那湿地周边水文状况的研究,推测苏赫那湿地周边水位没有明显的上升,但由于地下水流向南、西南方向,对昌迪加尔中部及以下的上层浅层含水层系统有补给作用
{"title":"To Study Hydrogeology and Wetland-Groundwater Interactions around Sukhna Wetland, Chandigarh, India","authors":"Jasbir Kaur Taak, K. Singh, Ahluwalia As","doi":"10.4172/2157-7587.1000244","DOIUrl":"https://doi.org/10.4172/2157-7587.1000244","url":null,"abstract":"In the present paper the hydrological regime around Sukhna wetland is studied to know how a wetland is functioning, its influence on hydrology of the area and wetland-groundwater interactions. The subsurface geology of boreholes drilled around Sukhna wetland reveals thick zones of boulders, pebbles, gravels, sand and clay at different depths. In this area there are two type aquifer systems i.e., shallow and deep. The depth for shallow aquifer ranged 2-20 m bgl and in deeper aquifers ranged 10 above 40 m bgl. The water level fluctuations for the period 1985-2013, indicates the declining water level trend in both the seasons i.e., pre monsoon (May) and post monsoon (November) due to over exploitation by tubewells installed by the Public Health Department, UT, Chandigarh for providing domestic water supply. The water table elevation contour maps for May and November months in Chandigarh for years 1986, 1991, 1999, 2005 and 2012 reveals that the regional ground water flow direction is from Northeast to Southwest and there in no significant temporal variations in regional ground water flow direction. On the basis of hydrological regime study around Sukhna wetland it is inferred that no appreciable rise in water levels has been observed around Sukhna wetland but it is contributing recharge in the upper shallow aquifer system in the central part of Chandigarh and below as the subsurface groundwater flow is towards south and south west direction","PeriodicalId":17605,"journal":{"name":"Journal of Waste Water Treatment and Analysis","volume":"78 1","pages":"1-6"},"PeriodicalIF":0.0,"publicationDate":"2016-05-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"87912048","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2016-05-23DOI: 10.4172/2157-7587.1000241
E. Alkhatib, Danielle Grunzke, T. Chabot
The behavior of metals in surface water is complex and their partition coefficients can be impacted by many factors. Organic matter (OM) content in sediments, pH and salinity, are factors that may influence speciation and partitioning of metals. The difficulty in describing the impacts and relationships are that these processes are interconnected with no dominant associations among all. In this study, the partitioning of five metals (As, Cr, Cu, Ni and Zn) under different levels of salinity, pH, and OM content were investigated. A series of factorial design experiments are evaluated in which three levels of OM are tested each time against five levels each of salinity and pH; the design of experiments was generated by the statistical software program MiniTab16®. All metals tested showed a trend of increasing Kd with the increase of OM 0.36% to 4.32%. Higher Kd were the result of the increase in pH from 3-10.5 and lower Kd values resulted after an increase in salinity 0-3%. However, within that lower range of salinity, a positive linear correlation between Kd and salinity was observed which is attributed to potential formation of insoluble metal species with the increase of salinity. Multiple regression equations with the variables pH, OM and salinity were generated to predict Kd of each metal. The study showed no interaction between salinity/OM and pH/OM for all five metals.
{"title":"Multi-Regression Prediction of Metal Partition Coefficients under Various Physical/Chemical Conditions“Design of Experiments As, Cr, Cu, Ni and Zn”","authors":"E. Alkhatib, Danielle Grunzke, T. Chabot","doi":"10.4172/2157-7587.1000241","DOIUrl":"https://doi.org/10.4172/2157-7587.1000241","url":null,"abstract":"The behavior of metals in surface water is complex and their partition coefficients can be impacted by many factors. Organic matter (OM) content in sediments, pH and salinity, are factors that may influence speciation and partitioning of metals. The difficulty in describing the impacts and relationships are that these processes are interconnected with no dominant associations among all. In this study, the partitioning of five metals (As, Cr, Cu, Ni and Zn) under different levels of salinity, pH, and OM content were investigated. A series of factorial design experiments are evaluated in which three levels of OM are tested each time against five levels each of salinity and pH; the design of experiments was generated by the statistical software program MiniTab16®. All metals tested showed a trend of increasing Kd with the increase of OM 0.36% to 4.32%. Higher Kd were the result of the increase in pH from 3-10.5 and lower Kd values resulted after an increase in salinity 0-3%. However, within that lower range of salinity, a positive linear correlation between Kd and salinity was observed which is attributed to potential formation of insoluble metal species with the increase of salinity. Multiple regression equations with the variables pH, OM and salinity were generated to predict Kd of each metal. The study showed no interaction between salinity/OM and pH/OM for all five metals.","PeriodicalId":17605,"journal":{"name":"Journal of Waste Water Treatment and Analysis","volume":"11 1","pages":"1-7"},"PeriodicalIF":0.0,"publicationDate":"2016-05-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"86869733","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2016-05-20DOI: 10.4172/2157-7587.1000240
Nwankwoala Ho
Water is essential for life and for most activities of human society. Both economic and social development and the maintenance of human health are completely dependent upon ready access to adequate water supplies. All societies require water both for basic survival and for economic development. Limited and inadequate access to water supply for productive uses such as livestock watering, crop irrigation, and small scale industries, constraints households and communities in a condition of vulnerability and poverty. Lack of access to safe domestic, and indeed to significant quantities of water for other productive uses defines and contributes to poverty. Provision of and access to safe domestic water for productive uses will contribute to the Millennium Development target of halving the proportion of people without access to safe and sustainable water supplies by 2015, in addition to contributing significantly to incomes and livelihoods. Groundwater resources thus offer major development of communities. Great socio-economic benefits have been generated by high-quality, relatively low-cost, drought-resilient groundwater supplies for urban expansion, industrial enterprises and agricultural irrigation and with rising population and continuing development in Nigeria, demand for groundwater is still increasing. This paper, therefore opines that it is not simply a matter of having a low or irregular income, but of lacking a wider set of assets-human, social, physical, natural as well as financial and being vulnerable to changes which the less-poor can readily survive. This paper therefore aims at promoting water poverty to water prosperity, outlining and exploring the opportunities and role of groundwater in the reduction of chronic poverty, economic sustainability as well as draws out conclusion for the way forward in Nigeria. The contribution of groundwater to the enhancement of livelihood and in the fight to combat poverty, reduce vulnerability and improve chances of survival is advocated. Overall, groundwater is and will be a reliable water resource for human development for solving water supply issues, improvement in human health conditions and alleviation of poverty.
{"title":"Groundwater and Poverty Reduction: Challenges and Opportunities for Sustainable Development in Nigeria","authors":"Nwankwoala Ho","doi":"10.4172/2157-7587.1000240","DOIUrl":"https://doi.org/10.4172/2157-7587.1000240","url":null,"abstract":"Water is essential for life and for most activities of human society. Both economic and social development and the maintenance of human health are completely dependent upon ready access to adequate water supplies. All societies require water both for basic survival and for economic development. Limited and inadequate access to water supply for productive uses such as livestock watering, crop irrigation, and small scale industries, constraints households and communities in a condition of vulnerability and poverty. Lack of access to safe domestic, and indeed to significant quantities of water for other productive uses defines and contributes to poverty. Provision of and access to safe domestic water for productive uses will contribute to the Millennium Development target of halving the proportion of people without access to safe and sustainable water supplies by 2015, in addition to contributing significantly to incomes and livelihoods. Groundwater resources thus offer major development of communities. Great socio-economic benefits have been generated by high-quality, relatively low-cost, drought-resilient groundwater supplies for urban expansion, industrial enterprises and agricultural irrigation and with rising population and continuing development in Nigeria, demand for groundwater is still increasing. This paper, therefore opines that it is not simply a matter of having a low or irregular income, but of lacking a wider set of assets-human, social, physical, natural as well as financial and being vulnerable to changes which the less-poor can readily survive. This paper therefore aims at promoting water poverty to water prosperity, outlining and exploring the opportunities and role of groundwater in the reduction of chronic poverty, economic sustainability as well as draws out conclusion for the way forward in Nigeria. The contribution of groundwater to the enhancement of livelihood and in the fight to combat poverty, reduce vulnerability and improve chances of survival is advocated. Overall, groundwater is and will be a reliable water resource for human development for solving water supply issues, improvement in human health conditions and alleviation of poverty.","PeriodicalId":17605,"journal":{"name":"Journal of Waste Water Treatment and Analysis","volume":"29 1","pages":"1-8"},"PeriodicalIF":0.0,"publicationDate":"2016-05-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"84876726","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2016-05-20DOI: 10.4172/2157-7587.1000247
Mohammed Amine Kendouci, B. Kharroubi, A. Maazouzi, A. Bendida
In urban areas, population growth generates significant amounts of wastewater that is treated in sewage treatment plants specialize or reject directly controlling interest in the natural environment. Many scientists are looking into the issue to try to find solutions to clean water and make it drinkable. We are interested in the technique of sand filtration (in the region southwest of Algeria), as an essential phase for the treatment of wastewater, such methods are known to be well suited to rural areas, since they have a good quality of treatment, a relatively simple operation and low maintenance. The method is based on the following principle: a slow filtration, water passes under a constant hydraulic load (30 cm water) the filter bed (60 cm of sand), the hydraulic load is kept constant during the experiment. A physicochemical analysis is performed on the water sample before and after filtration, the filter bed to give us a discount of around 50% in the levels of contaminant parameters such as NTK, Ammonium, Nitrate, and Nitrite. The reduction of BOD, COD and suspended solids is about 90%. It was observed a significant increase in the potassium from 33.19 mg/l to 99.89 mg/l.
{"title":"Variation in the Quality of Treated Wastewater by Local Sand Filter: The Case of the Algerian Sahara Sand","authors":"Mohammed Amine Kendouci, B. Kharroubi, A. Maazouzi, A. Bendida","doi":"10.4172/2157-7587.1000247","DOIUrl":"https://doi.org/10.4172/2157-7587.1000247","url":null,"abstract":"In urban areas, population growth generates significant amounts of wastewater that is treated in sewage treatment plants specialize or reject directly controlling interest in the natural environment. Many scientists are looking into the issue to try to find solutions to clean water and make it drinkable. We are interested in the technique of sand filtration (in the region southwest of Algeria), as an essential phase for the treatment of wastewater, such methods are known to be well suited to rural areas, since they have a good quality of treatment, a relatively simple operation and low maintenance. The method is based on the following principle: a slow filtration, water passes under a constant hydraulic load (30 cm water) the filter bed (60 cm of sand), the hydraulic load is kept constant during the experiment. A physicochemical analysis is performed on the water sample before and after filtration, the filter bed to give us a discount of around 50% in the levels of contaminant parameters such as NTK, Ammonium, Nitrate, and Nitrite. The reduction of BOD, COD and suspended solids is about 90%. It was observed a significant increase in the potassium from 33.19 mg/l to 99.89 mg/l.","PeriodicalId":17605,"journal":{"name":"Journal of Waste Water Treatment and Analysis","volume":"36 1","pages":"1-5"},"PeriodicalIF":0.0,"publicationDate":"2016-05-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"74807955","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2016-05-19DOI: 10.4172/2157-7587.1000230
M. Seyedielmabad
Snowmelt has a significant effect on rivers outflow in Western Iran. Occasionally, in some areas about 90% of runoff result from melting snow. Access to accurate and timely information for measuring the volume of available water resources is necessary. It is important to plan and design programs for drought-resistance and flood prevention as fundamental issues in Iran. The water balance (WB) model was used to estimate daily runoff produced by melting snow, without reliance to satellite images, from October to February (2005-2006) in the Zarinerood basin. This model uses available data and information in the basin to provide the possibility of estimating daily runoff in the short-term. For this purpose, the watershed was divided into three elevation zones and in each zone, an index station was determined. Using the water balance model, runoff was estimated from each station producing the outlet runoff in the basin. To calculate model accuracy, the correlation coefficient (R2) and root mean square error (RMSE) were estimated as 0.62 and 0.003, respectively. These results showed that the accuracy of the model to estimate daily runoff was acceptable. Therefore, the calibration of this model endorses its use in similar basins. It has been shown that increasing temperature has affected on snow-melt period as shifting it from spring and early summer to winter in North-west Iran. It results to increasing runoff rates in the snow-melt season and therefore this region encounters intensive drought and flood.
{"title":"Simulation of the Runoff in a Short-Term Scale and Assessing the Hydrologic Effects of Climate Change in the Zarinerood Basin (As Part of the Orumyeh Lake Great Basin)","authors":"M. Seyedielmabad","doi":"10.4172/2157-7587.1000230","DOIUrl":"https://doi.org/10.4172/2157-7587.1000230","url":null,"abstract":"Snowmelt has a significant effect on rivers outflow in Western Iran. Occasionally, in some areas about 90% of runoff result from melting snow. Access to accurate and timely information for measuring the volume of available water resources is necessary. It is important to plan and design programs for drought-resistance and flood prevention as fundamental issues in Iran. The water balance (WB) model was used to estimate daily runoff produced by melting snow, without reliance to satellite images, from October to February (2005-2006) in the Zarinerood basin. This model uses available data and information in the basin to provide the possibility of estimating daily runoff in the short-term. For this purpose, the watershed was divided into three elevation zones and in each zone, an index station was determined. Using the water balance model, runoff was estimated from each station producing the outlet runoff in the basin. To calculate model accuracy, the correlation coefficient (R2) and root mean square error (RMSE) were estimated as 0.62 and 0.003, respectively. These results showed that the accuracy of the model to estimate daily runoff was acceptable. Therefore, the calibration of this model endorses its use in similar basins. It has been shown that increasing temperature has affected on snow-melt period as shifting it from spring and early summer to winter in North-west Iran. It results to increasing runoff rates in the snow-melt season and therefore this region encounters intensive drought and flood.","PeriodicalId":17605,"journal":{"name":"Journal of Waste Water Treatment and Analysis","volume":"1 1","pages":"1-6"},"PeriodicalIF":0.0,"publicationDate":"2016-05-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"88789222","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2016-05-18DOI: 10.4172/2157-7587.1000245
An, Verdhen, Chahar Br, Sharma Op
Knowledge about variability of temperature, precipitation, snowpack and snowmelt with temperature and elevation are essential to prepare input data for hydrological models. The study presents characteristics and variability of these input variables during springtime at three elevations (Bhang, Solang and Dhundi stations in the Solang Valley of the western Himalaya) with respect to mean temperature (Tm) at Bhang using weekly data within a period of 27 years with initial (1982 and 1983) and later (2008 and 2009) consecutive years including decadal years 1993 and 2003. Methodology comprises of process integration using regression, simulation, cluster analysis, transformation, projection and inter-annual comparison. Study shows that temperature lapse rate (TLR) in stretches between snow-free to snow cover area (1.2°C/100 m) is more than the TLR in stretch of continued snow cover. Temperature, snowfall, rainfall and snow depth per 100 m of rise in elevation have been estimated as -1.09°C, 31.2 cm, -7.72 mm and 27.95 cm, respectively. The snowfall and rainfall mixed precipitation occurs within 0.65 and 11.5°C of weekly Tm for which distribution pattern has been developed. Temperature degree-day melt factors, determined in water equivalent term, vary between 2 and 11.5 mm°C-1d-1 and it may rise up to 13 mm°C-1d-1 for non-zero snow condition. The snow depth excess at Solang (2450 m amsl) in relation to Bhang (2190 m) has reduced by 50% over three decades while the snow depth excess at Dhundi (2950 m) from the snow depth at Bhang has increased by 15%. Furthermore, disappearance of the snow cover has been experienced earlier by 5 weeks in the region.
{"title":"Winter Precipitation and Snowpack-melt with Temperature and Elevation at Solang Valley, India","authors":"An, Verdhen, Chahar Br, Sharma Op","doi":"10.4172/2157-7587.1000245","DOIUrl":"https://doi.org/10.4172/2157-7587.1000245","url":null,"abstract":"Knowledge about variability of temperature, precipitation, snowpack and snowmelt with temperature and elevation are essential to prepare input data for hydrological models. The study presents characteristics and variability of these input variables during springtime at three elevations (Bhang, Solang and Dhundi stations in the Solang Valley of the western Himalaya) with respect to mean temperature (Tm) at Bhang using weekly data within a period of 27 years with initial (1982 and 1983) and later (2008 and 2009) consecutive years including decadal years 1993 and 2003. Methodology comprises of process integration using regression, simulation, cluster analysis, transformation, projection and inter-annual comparison. Study shows that temperature lapse rate (TLR) in stretches between snow-free to snow cover area (1.2°C/100 m) is more than the TLR in stretch of continued snow cover. Temperature, snowfall, rainfall and snow depth per 100 m of rise in elevation have been estimated as -1.09°C, 31.2 cm, -7.72 mm and 27.95 cm, respectively. The snowfall and rainfall mixed precipitation occurs within 0.65 and 11.5°C of weekly Tm for which distribution pattern has been developed. Temperature degree-day melt factors, determined in water equivalent term, vary between 2 and 11.5 mm°C-1d-1 and it may rise up to 13 mm°C-1d-1 for non-zero snow condition. The snow depth excess at Solang (2450 m amsl) in relation to Bhang (2190 m) has reduced by 50% over three decades while the snow depth excess at Dhundi (2950 m) from the snow depth at Bhang has increased by 15%. Furthermore, disappearance of the snow cover has been experienced earlier by 5 weeks in the region.","PeriodicalId":17605,"journal":{"name":"Journal of Waste Water Treatment and Analysis","volume":"15 1","pages":"1-11"},"PeriodicalIF":0.0,"publicationDate":"2016-05-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"84893412","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2016-04-24DOI: 10.4172/2157-7587.1000236
K. Venkatraman, N. Ashwath
An alternative landfill capping technique ‘Phytocapping’ (establishing plants on a layer of soil placed over the waste) was trialled at Rockhampton, Australia. In this capping trees act as ‘bio-pumps and ‘rain interceptors’ and soil cover as ‘storage’. They together minimise water percolation leading to reduced leachate production. “Transpiration” is a vital process to maintain the hydrological balance of a particular site. To be successful, the trees must transpire enough water from the soil so as to reduce water percolation through the refuse. Water uptake in trees is influenced by plant growth, tree characteristics, root activities, soil depth, soil water availability as well as climatic conditions (rainfall intensity, wind velocity, relative humidity and temperature). The potential of the tree species to remove water from the system plays a vital role in the sustainability of phytocapping system. Currently very little information is available on water uptake patterns of native species established on landfill sites. Results from this study suggest that the tree species grown on a phytocap are able to take up to 2.1 mm day-1 of water with an average of 1.4 mm day-1.
{"title":"Transpiration in 15 Tree Species Grown on a Phytocapped Landfill Site","authors":"K. Venkatraman, N. Ashwath","doi":"10.4172/2157-7587.1000236","DOIUrl":"https://doi.org/10.4172/2157-7587.1000236","url":null,"abstract":"An alternative landfill capping technique ‘Phytocapping’ (establishing plants on a layer of soil placed over the waste) was trialled at Rockhampton, Australia. In this capping trees act as ‘bio-pumps and ‘rain interceptors’ and soil cover as ‘storage’. They together minimise water percolation leading to reduced leachate production. “Transpiration” is a vital process to maintain the hydrological balance of a particular site. To be successful, the trees must transpire enough water from the soil so as to reduce water percolation through the refuse. Water uptake in trees is influenced by plant growth, tree characteristics, root activities, soil depth, soil water availability as well as climatic conditions (rainfall intensity, wind velocity, relative humidity and temperature). The potential of the tree species to remove water from the system plays a vital role in the sustainability of phytocapping system. Currently very little information is available on water uptake patterns of native species established on landfill sites. Results from this study suggest that the tree species grown on a phytocap are able to take up to 2.1 mm day-1 of water with an average of 1.4 mm day-1.","PeriodicalId":17605,"journal":{"name":"Journal of Waste Water Treatment and Analysis","volume":"37 1","pages":"1-13"},"PeriodicalIF":0.0,"publicationDate":"2016-04-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"76687153","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}