Your search found 46 records
1 American Society of Civil Engineers (ASCE). 1975. Consumptive use of water and irrigation water requirements. New York, NY, USA: American Society of Civil Engineers. 215p.
Water use ; Irrigation water ; Chemicophysical properties ; History ; Water balance ; Energy ; Evapotranspiration ; Engineering ; Evaluation
(Location: IWMI HQ Call no: 631.7 G000 AME Record No: H043953)
(0.33 MB)
2 Black, C. A.; Evans, D. D.; Ensminger, L. E.; White, J. L.; Clark, F. E. (Eds.) 1965. Method of soil analysis: part 1 - Physical and mineralogical properties including statistics of measurement and sampling. Madison, WI, USA: American Society of Agronomy. 770p. (Agronomy 9)
Soil analysis ; Measurement ; Sampling ; Chemicophysical properties ; Calibration ; Water content ; Soil water content ; Soil hydraulic properties ; Hydraulic conductivity ; Water intake ; Water table ; Evapotranspiration ; Porosity ; Soil air ; Heat capacity ; Heat transfer ; Radiation ; Particle density ; Bulk density ; Consistency ; Shear strength ; Rupture ; Penetrometers ; Bearing characteristics ; Microscopy ; Photometry ; Infrared spectrophotometry ; X rays ; Chemical composition
(Location: IWMI HQ Call no: 631.4 G000 BLA Record No: H043954)
(0.49 MB)
3 Getahun, M.; Adgo, E.; Atalay, A. 2008. Impacts of irrigation on soil characteristics in selected irrigation schemes in the Upper Blue-Nile Basin. In Abtew, W.; Melesse, A. M. (Eds.). Proceedings of the Workshop on Hydrology and Ecology of the Nile River Basin under Extreme Conditions, Addis Ababa, Ethiopia, 16-19 June 2008. Sandy, UT, USA: Aardvark Global Publishing. pp.315-332.
Soil salinity ; Soil properties ; Chemicophysical properties ; Irrigation schemes ; Water quality / Ethiopia / Upper Blue Nile River Basin
(Location: IWMI HQ Call no: 551.48 G136 ABT Record No: H044335)
(1.27 MB)
4 Erkossa, T.; Itanna, F.; Stahr, K. 2006. Tillage effects on sediment enrichment, soil quality, and crop productivity in Ethiopian Highlands. Australian Journal of Soil Research, 44(8):753-758. [doi: https://doi.org/ 10.1071/SR06065]
Tillage ; Sediment ; Soil quality ; Crop production ; Highlands ; Vertisols ; Chemicophysical properties ; Indicators ; Erosion ; Field preparation / Ethiopia / Caffee Doonsa
(Location: IWMI HQ Call no: e-copy only Record No: H044813)
(0.10 MB)
The promotion and adoption of new tillage practices requires that their potential on-site, off-site, and economic effects are acceptable. Consequently, a field experiment was conducted at Caffee Doonsa (2400m a.s.l.; 08 57N, 39 06E) in the Central Highlands of Ethiopia for 6 years (1998–2003) to evaluate the effects of tillage practices on sustainable productivity and quality of the soil. Four tillage methods [broad bed and furrows (BBF), green manure (GM), ridge and furrows (RF), and reduced tillage (RT)]were arranged in a randomised complete block design with 3 replications on permanent plots (22m by 6 m). Three crops comprising durum wheat (Triticum durum Desf.), lentil (Lens culinaries Medik), and tef (Eragrostis tef), were sown in rotation. Relative crop productivity index (RPI), financial profitability, the nutrient enrichment ratio (ER) of the eroded sediment, and soil quality index (SQI) were used as performance indicators. With its highest RPI, the use of BBF significantly increased the grain yield of lentils by 59% compared with the control, and RT resulted in the highest grain yield of wheat and tef. Economically, BBF was the most profitable option for lentils with 65% increase in gross margin, whereas RT resulted in 11% and 8% increase in that of wheat and tef, respectively. The ER indicated that the nutrient and organic matter content of the eroded sediment was always greater than that of surface soil, but there were no consistent effects associated with the treatments. The SQI showed a positive trend for GM, BBF, and RT, but differences were not statistically different at P=0.05. Overall, none of the tillage treatments was superior, but we encourage use of BBF and RT because of their positive productivity and economic trends. Further research is needed to tap the potential soil quality improvements anticipated for the GM treatment. To optimise the overall benefits, a complete system has to be developed, perhaps using BBF for lentils followed by RT for wheat and tef.
5 Mekuria, Wolde; Sengtaheuanghoung, O.; Hoanh, Chu Thai; Noble, A. 2012. Economic contribution and the potential use of wood charcoal for soil restoration: a case study of village-based charcoal production in Central Laos. International Journal of Sustainable Development and World Ecology, 19(5):415-425. [doi: https://doi.org/10.1080/13504509.2012.686070]
Wood ; Trees ; Charcoal ; Fuelwood ; Case studies ; Production possibilities ; Chemicophysical properties ; Economic aspects ; Profitability ; Biomass ; Energy consumption ; Soil improvement ; Water availability ; Forestry ; Developing countries ; Rural areas ; Income / Laos
(Location: IWMI HQ Call no: e-copy only Record No: H044884)
(0.65 MB)
Wood charcoal production provides affordable energy in many developing countries and has substantially contributed to the economy through the provision of rural incomes. In several countries, charcoal production leads to overexploitation of forests due to inefficiencies in processing. This study was undertaken in central Laos to (1) examine and document traditional charcoal production systems; (2) investigate the production capacity, recovery efficiencies and economic gains of existing traditional charcoal production methods; (3) characterize the chemical properties of wood charcoal and investigate the potential for soil restoration and (4) investigate local charcoal producers’ perception on forest degradation and their species preferences. Through a socio-economic survey, a cost-based method for economic valuation was undertaken on a range of charcoal production methods currently being used. Laboratory chemical analyses were performed on wood charcoal samples. Results indicated that the traditional mud charcoal mound was used by the majority (82%) of charcoal producers. Total charcoal production per production cycle varied between 400 (produced from 2.7 m3 of wood) and 1600 kg (produced from 18 m3 of wood), with a mean of 938 kg (±120) for traditional mud charcoal mounds. The volume of the traditional mud charcoal mounds correlated positively and significantly with total charcoal production (R2 = 0.45, p = 0.03), whereas correlated negatively and significantly with the recovery efficiency (R2 = 0.58, p = 0.01). On average, the local producers receive a total net benefit of 457,272 Lao kip (USD 57.2) in 17 days. We also identified a rice husk mound method of charcoal production, which may not encourage further deforestation while producing rice husk biochar that can be used for soil restoration. Furthermore, we found that there are significant differences (p < 0.05) between the sampled wood charcoals in chemical properties, indicating that the potential of using wood charcoal for the restoration of degraded soils varies from charcoal to charcoal.
6 Kabir, M. P.; Islam, M. A.; Akber, M. A. 2015. Bacteriological assessment of managed aquifer recharge (MAR) water in southwest coastal areas of Bangladesh. In Humphreys, E.; Tuong, T. P.; Buisson, Marie-Charlotte; Pukinskis, I.; Phillips, M. (Eds.). Proceedings of the CPWF, GBDC, WLE Conference on Revitalizing the Ganges Coastal Zone: Turning Science into Policy and Practices, Dhaka, Bangladesh, 21-23 October 2014. Colombo, Sri Lanka: CGIAR Challenge Program on Water and Food (CPWF). pp.82-88.
Groundwater recharge ; Aquifers ; Coastal area ; Drinking water ; Water quality ; Domestic water ; Water storage ; Water purification ; Bacteriological analysis ; Biological contamination ; Chemicophysical properties ; Wells ; Ponds / Southwest Bangladesh / Khulna / Bagerhat / Dacope / Batiaghata / Mongla
(Location: IWMI HQ Call no: IWMI Record No: H047196)
https://cgspace.cgiar.org/bitstream/handle/10568/66389/Revitalizing%20the%20Ganges%20Coastal%20Zone%20Book_Low%20Version.pdf?sequence=1
https://vlibrary.iwmi.org/pdf/H047196.pdf
https://vlibrary.iwmi.org/pdf/H047196.pdf
(0.27 MB) (11.9 MB)
7 Lonigro, A.; Rubino, P.; Lacasella, V.; Montemurro, N. 2016. Faecal pollution on vegetables and soil drip irrigated with treated municipal wastewaters. Agricultural Water Management, 174:66-73. (Special Issue on Sustainable Water Resources Management: Theory and Case Studies, Part I Overseen by Dr. Brent Clothier). [doi: https://doi.org/10.1016/j.agwat.2016.02.001]
Wastewater irrigation ; Drip irrigation ; Biological contamination ; Faecal coliforms ; Vegetable crops ; Wastewater treatment ; Urban wastes ; Water quality ; Water reuse ; Urban agriculture ; Health hazards ; Soil properties ; Chemicophysical properties / Southern Italy / Apulia Region
(Location: IWMI HQ Call no: e-copy only Record No: H047663)
(0.73 MB)
A three-year study was carried out to evaluate the effects of three different types of municipal treated wastewater distributed by drip irrigation on the microbial quality of some vegetable crops. The three different treated wastewater were: a secondary effluent originated from the municipal treatment plant after screening and grit removal, primary clarifiers followed by activated sludge process and partial aerobic stabilization of the sludge, finally the chemical precipitation of phosphorus, denitrification and chlorination; the second source, a tertiary-treated wastewater is originated after that the secondary effluent is first treated through granular media sand filtration and then it is pumped into the second phase of treatment represented by ultra-filtration module equipped with hollow fibre membranes (nominal porosity 0.2 m). The third water source was a simplified lagooning treatment in which part of the secondary effluent is pumped outside of the municipal plant and it is collected in a big reversed pyramid-shaped land pit, in this tank the water resided for a 4–5 days before being distributed to crops. In an experimental field in southern Italy (Apulia region) the physico-chemical and microbiological characteristics of the irrigation waters and faecal pollution on typical vegetable crops of southern Italy environment were determined. Total and Faecal Coliforms, Escherichia coli, Salmonella and protozoa Giardia and Cryptosporidium were monitored in the irrigation water, on plants and on soil at harvesting time. The different quality of irrigation water affected yields. For microbial results, however, in spite of the water contained high levels of microbial load (248, 1713 and 123429 E. coli cfu 100 mL-1 in Tertiary filtered Wastewater, Lagoon treated Wastewater and Secondary treated Wastewater, respectively), exceeding the values of law (10 E. coli cfu 100 mL-1), on crops and on soil, at harvesting time revealed no pollution. Salmonella and Cryptosporidium were never found in water, soil and crops. These data show that it is possible to irrigate with municipal treated wastewater and how despite they have higher values than those imposed by Italian law, crops quality and soil do not present any problems of faecal pollution and therefore do not cause risks for human health.
8 Nazir, H. M.; Hussain, I.; Zafar, M. I.; Ali, Z.; AbdEl-Salam, N. M. 2016. Classification of drinking water quality index and identification of significant factors. Water Resources Management, 30(12):4233-4246. [doi: https://doi.org/10.1007/s11269-016-1417-4]
Drinking water ; Water quality ; Water pollution ; Chemicophysical properties ; Factor analysis ; Pipes ; Cluster sampling / Pakistan / South Punjab / Mianwali / Khushab / Layyah / Bhakkar / Dera Ghazi Khan / Muzaffargarh / Rajanpur / Rahim Yar Khan
(Location: IWMI HQ Call no: e-copy only Record No: H047692)
(0.57 MB)
Water pipes are considered to be one of responsible sources for the water pollution. Among these sources of water supply, the water pipes are the only source of carrying out fresh or processed water into lakes, ponds and streams etc. In Pakistan, knowledge on the condition of water pipes is scarce as deterioration of water pipes are hardly inspected due to high cost. The aim of the current research was to examine the quality of water pipelines of eight districts of South-Punjab, namely, Mianwali, Khushab, Layyah, Bhakkar, Dera Ghazi Khan, Muzaffargarh, Rajanpur and Rahim Yar Khan. Selected sampling stations were analyzed for physio-chemical parameters such as pH, Total Dissolve Solids (TDS), Sulfate (SO4), Chlorine (Cl), Calcium (Ca), Magnesium (Mg), Hardness, Nitrate (NO3), Fluoride (F) and Iron (Fe). The data pertaining water monitoring contain different parameters and seem difficult work for the interpretation of water quality by managing different parameters separately. For this purpose, National Sanitation Foundation Water Quality Index (NSF-WQI) was determined to communicate the quality of water in a simple form. Besides this, groups comprising of similar sampling sites based on water quality characteristics were identified using unsupervised technique. Factor Analysis (FA) has been performed for extracting the latent pollution sources that may cause the more variance in large and complex data. The calculated values of WQI from 1600 sampling stations ranging from 20.73 to 223.74 are divided into five groups; Excellent to Unsuitable class of waters with the average value 62.09 described as good limit for drinking water. Further sampling stations are divided into five optimal clusters selected with suitable k value obtained from Silhouette coefficient. Results of k-means clustering are also verified with natural groups made by WQI. Analysis of multivariate techniques showed several factors to be responsible for the water quality deterioration. It is found out from the FA that three latent factors such as organic pollution, agriculture run-off and urban land use caused 83.30 % of the total variation. Hence, water quality management and control of these latent factors are strongly recommended.
9 Tripathi, V. K.; Rajput, T. B. S.; Patel, N.; Kumar, P. 2016. Effects on growth and yield of eggplant (Solanum melongema L.) under placement of drip laterals and using municipal wastewater. Irrigation and Drainage, 65(4):480-490. [doi: https://doi.org/10.1002/ird.1971]
Wastewater irrigation ; Wastewater treatment ; Vegetable growing ; Solanum melongena ; Crop yield ; Periurban areas ; Irrigation systems ; Drip irrigation ; Groundwater irrigation ; Subsurface irrigation ; Irrigation equipment ; Performance evaluation ; Chemicophysical properties ; Soils ; Leaf Area Index ; Root length ; Dry matter content ; Models / India / New Delhi
(Location: IWMI HQ Call no: e-copy only Record No: H047798)
(0.49 MB)
This study was conducted to utilize municipal wastewater through surface and subsurface (15 and 30 cm) drip systems. Wastewater was treated though media type, disk type and combined media and disk type filters. The field experiment was conducted for two years with wastewater and groundwater. Root length density (RLD), leaf area index (LAI), and fruit yield with dry matter was recorded. LAI was lower under subsurface drip during the initial 55 days after transplantation, but in later stages it was significantly higher in comparison to surface drip. Highest RLD of 3.6 cm cm–3 was recorded under subsurface drip at 30 cm depth. RLD and LAI were related with a correlation coefficient value of 0.69. Highest dry matter content (8.75%) was recorded under surface drip but highest fruit yield was recorded under subsurface placement of drip at 15 cm depth. Subsurface drip at 15 and 30 cm depths resulted in 12.4 and 8.5% higher yields respectively, in comparison with surface drip. Utilization of wastewater through a drip irrigation system has given 6.2% increase in eggplant fruit yield in comparison to groundwater irrigation, with savings of 47, 18 and 40% of N, P2O5 and K2O nutrients respectively. The findings of the present study elucidate the potentials and constraints of wastewater utilization through a subsurface drip system.
10 Haileselassie, H.; Araya, A.; Habtu, S.; Meles, K. G.; Gebru, G.; Kisekka, I.; Girma, A.; Hadgu, K. M.; Foster, A. J. 2016. Exploring optimal farm resources management strategy for Quncho-teff (Eragrostis tef (Zucc.) Trotter) using AquaCrop model. Agricultural Water Management, 178:148-158. [doi: https://doi.org/10.1016/j.agwat.2016.09.002]
Crop management ; Eragrostis tef ; Irrigation water ; Water productivity ; Models ; Farm management ; Strategies ; Crop yield ; Fertilizer application ; Sowing date ; Soil water characteristics ; Chemicophysical properties ; Rain ; Biomass ; Canopy ; Experimentation / Ethiopia / Mekelle
(Location: IWMI HQ Call no: e-copy only Record No: H047852)
(1.52 MB)
Teff is a major staple food crop in Ethiopia. Moisture and soil fertility are the two major factors limiting teff yield. Studies were conducted across three sites in Ethiopa [Mekelle (MK) in 2012 and 2016, Ilala (IL) in 2012 and Debrezeit (DZ) in 2009 and 2010]. The objectives of these studies were (1) to assess the response of Quncho-teff to different fertilizer and irrigation levels; 2) to quantify irrigation water productivity (IWP), and (3) to collect data to calibrate and validate AquaCrop model for simulating yield and evaluate optimal irrigation and sowing date strategy for Quncho-teff at different locations in Ethiopia. The different fertilizer levels were: 1) 64 kg N and 46 kg P/ha (N2P2); 2); 32 kg N and 23 kg P/ha (N1P1); 3) 0 kg N and 0 kg P/ha (N0P0) and 4) 52 kg N and 46 kg P/ha (N3P3). The four irrigation treatments were: zero (rainfed), two, four and full irrigation applications. Findings showed that full irrigation in combination with high fertilizer (N2P2) could give better yield. However, during abnormal rainfall, spreading the available fertilizer at a rate of 32 kg N and 23 kg P/ha may be preferable to applying 64 kg N and 46 kg P/ha. This study also indicated that the regional fertilizer recommendations for teff need to be revised taking in to account the soil characteristics, climate and irrigation water availability. The AquaCrop model was able to simulate the observed canopy cover, soil water, biomass and yield of teff satisfactorily. Canopy cover was simulated with normalized root mean square error (NRMSE), index of agreement (I) and R2 of 7%, 0.5 and 0.8, respectively. Soil moisture during the season was simulated with NRMSE of 11.4–15.7%, I of 0.99 and R2 of 0.85–0.9. Simulated final aboveground biomass values were in close agreement with the measured (NRMSE, 7.8%, I, 0.89 and R2, 0.66). There was also good agreement between simulated and measured grain yield with NRMSE, I and R2 values of 10.9%, 0.93, 0.80, respectively. Scenario analysis indicated that early sowing was the best option to maximize teff yield with the least amount of irrigation. Scenario analysis also showed that one irrigation during flowering stage could substantially improve irrigation water productivity (IWP) of teff and minimize the yield loses which could occur due to shifting of sowing date from early to normal. Two irrigation applications also substantially improved the yield and IWP of late sown teff. However, to get high yield, a late sown teff should receive at least four irrigation applications during the mid-growth stage of the crop. These results suggest that AquaCrop model can be used to identify optimal farm resource management strategies for teff production.
11 Deshmukh, K. K.; Aher, S. P. 2016. Assessment of the impact of municipal solid waste on groundwater quality near the Sangamner city using GIS approach. Water Resources Management, 30(7):2425-2443. [doi: https://doi.org/10.1007/s11269-016-1299-5]
Groundwater pollution ; Water quality ; Drinking water ; Domestic water ; Irrigation water ; Urban wastes ; Solid wastes ; Waste disposal ; Dumping ; Chemicophysical properties ; Heavy metals ; Elements ; GIS ; Health hazards / India / Sangamner
(Location: IWMI HQ Call no: e-copy only Record No: H047904)
(1.05 MB)
The present work aims at assessing the impact of MSW on the groundwater quality around dumping yard site, located near the Sangamner city by water quality index (WQI) and its integration in geographical information system (GIS). Groundwater samples (n = 15) around the dumping yard were collected using Garmin GPS device in October 2013 and October 2014. Physico-chemical analysis of same samples was carried out for pH, EC, TDS, Na+ , K+ ,Ca2+, Mg2+, TH, Cl- , HCO3 - , SO4 2- and NO3 - along with the heavy metals like Fe, Zn, Cd and Cr by using standard methods. Similarly, SAR, KRs, RSC and SSP were also calculated to know the groundwater quality into irrigation perspective. WQI for 15 samples were calculated using physico-chemical results/data of 12 parameters and its desirable limit of BIS standard. Generated WQI (z) for October 2013 and October 2014 were integrated with latitude (y) and longitude (x) values, collected using GPS during the field work. Integrated xyz data were then interpolated in Surfer-10 GIS software using inverse distance weight (IDW) method to estimate the groundwater quality of the study area. Study revealed that the groundwater quality around the dumping yard area does not confirm to drinking and domestic purposes as per the WQI and BIS standard. However, the groundwater quality is marginally suitable for irrigation as per SAR, KRs, RSC and SSP. The influence of leachate from MSW dumping site to surrounding groundwater is creating a serious concern and susceptible to potential health hazards. Thus, continuous monitoring of groundwater is desperately required in order to minimize the groundwater pollution for control the pollution-caused MSW.
12 Khadse, G. K.; Patni, P. M.; Labhasetwar, P. K. 2016. Water quality assessment of Chenab River and its tributaries in Jammu Kashmir (India) based on WQI [Water Quality Index]. Sustainable Water Resources Management, 2(2):121-126. [doi: https://doi.org/10.1007/s40899-016-0046-7]
Water quality ; Water pollution ; Assessment ; Rivers ; Tributaries ; Bacteriological analysis ; Chemicophysical properties ; Faecal coliforms ; pH ; Turbidity ; Dissolved oxygen ; Nitrates ; Total dissolved solids ; Phosphates / India / Jammu and Kashmir / Chenab River
(Location: IWMI HQ Call no: e-copy only Record No: H047910)
(1.06 MB)
An assessment of the water quality has been carried out to explore the water quality index (WQI) of Chenab river and its tributaries in Jammu Kashmir (India). Fourteen water samples from Chenab river and its tributaries at various locations were collected and analyzed for physico-chemical and bacteriological parameters. Nine parameters i.e. BOD, DO, fecal coliforms, nitrate, pH, temperature change, TDS, total phosphate and turbidity were considered for calculating the WQI based on National Sanitation Foundation (NSF) information system. The WQI showed good water quality, except Bichleri stream water indicating that water of Chenab river and its tributaries are least polluted and is suitable for drinking after conventional treatment. The WQI rating of Bichleri stream water is medium as it carries wastewater and may not be useful for domestic use without treatment.
13 Sharma, P.; Meher, P. K.; Kumar, A.; Gautam, Y. P.; Mishra, K. P. 2014. Changes in water quality index of Ganges River at different locations in Allahabad. Sustainability of Water Quality and Ecology, 3-4:67-76. (Special issue: Towards Sustainability Assessment of Water Systems: Current Approaches and Future Challenges). [doi: https://doi.org/10.1016/j.swaqe.2014.10.002]
Water quality ; Drinking water ; Water pollution ; Rivers ; Chemicophysical properties ; pH ; Electrical conductivity ; Dissolved oxygen ; Total dissolved solids ; Temperature ; Alkalinity ; Ions ; Cations ; Anions ; Measurement ; Monsoon climate / India / Allahabad / Ganges River / Yamuna River
(Location: IWMI HQ Call no: e-copy only Record No: H047958)
(1.10 MB)
We have determined the water quality index (WQI) of post-monsoon water samples with an aim to assess changes in Ganges river at various locations in Allahabad stretch including that from the confluence with river Yamuna. Physicochemical parameters such as temperature, pH, electrical conductivity (EC), dissolved oxygen (DO), total dissolved solids (TDS), major cations e.g. Na+ , K+ , Mg2+, Ca2+, major anions e.g. F, Cl, Br, SO4 2, NO3 , PO4 2 and alkalinity were analyzed by standard procedures. The values obtained were compared with the guideline values for drinking water by Bureau of Indian Standard (BIS) and World Health Organization (WHO). From the measured quantities, certain parameters were selected to derive WQI for the variations in water quality of each designated sampling site. Results showed considerable deterioration in quality of water at some of the sites. WQI of Ganges river water at Allahabad ranged from 86.20 to 157.69 which falls in the range of poor quality of water. Pearson’s correlation matrix was drawn to find possible interrelations among measured water quality parameters. It is shown that WQI may be a useful tool for assessing water quality and predicting trend of variation in water quality at different locations in the Ganges river.
14 Gautam, S. K.; Maharana, C.; Sharma, D.; Singh, A. K.; Tripathi, J. K.; Singh, S. K. 2015. Evaluation of groundwater quality in the Chotanagpur plateau region of the Subarnarekha River Basin, Jharkhand State, India. Sustainability of Water Quality and Ecology, 6:57-74. [doi: https://doi.org/10.1016/j.swaqe.2015.06.001]
Groundwater ; Water quality ; Assessment ; Irrigation water ; Drinking water ; Water pollution ; Heavy metals ; Contamination ; Alkaline earth metals ; Sodium ; Magnesium ; Ions ; Salinity ; Chemicophysical properties ; Permeability ; Spatial variation ; Monsoon climate ; Hydrogeology ; Geochemistry ; River basins / India / Jharkhand / Chotanagpur Plateau / Subarnarekha River Basin
(Location: IWMI HQ Call no: e-copy only Record No: H047960)
(3.16 MB)
Suitability study of groundwater for domestic and irrigation purposes was carried out in the middle Subarnarekha river basin, Jharkhand. Collected samples were analysed for physicochemical parameters such as conductivity, total dissolved solids (TDS), pH, and heavy metals. After the physicochemical analysis groundwater samples were categorised for simplicity, accordingly, it shows that 52.6% samples fall in Ca-Cl2, 33.3% in Ca-HCO3, 10.5% in Ca-SO4, and 1.7% samples in Mg-HCO3 and rest were Na-Cl type. Interpretation of hydro-geochemical data suggests that leaching of ions followed by weathering and anthropogenic impact (mainly mining and agricultural activities) control the chemistry of groundwater in the study area. The TDS concentration at Govindpur site varies from 2677 mg L1 in the pre-monsoon to 2545 mg L1 in the post-monsoon season that is higher than the BIS (2004-05) maximum permissible limit (2000 mg L1 ). The elevated concentration of NO3 was identified at Govindpur, Hatia Bridge, Kandra, Musabani, Saraikela, Mango and Tatanagar. The higher NO3 concentration was due to the action of leaching and anthropogenic activities. At most of sampling locations, the concentration of Cd, Pb, and Ni were found higher than the prescribed limits defined by BIS and WHO. Groundwater suitability for drinking purpose was also evaluated by the synthetic pollution index (SPI), it suggests that 74%, 95%, and 21% samples fall in seriously polluted category during pre-monsoon, monsoon, and post-monsoon season, respectively. The calculated values of SAR, Na%, RSC, PI, and MH have shown that except at few locations, most of groundwater samples are suitable for irrigation purposes.
15 Khadse, G. K.; Patni, P. M.; Labhasetwar, P. K. 2015. Removal of iron and manganese from drinking water supply. Sustainable Water Resources Management, 1(2):157-165. [doi: https://doi.org/10.1007/s40899-015-0017-4]
Drinking water ; Waste water treatment plants ; Water supply ; Water quality ; Iron ; Manganese ; Filtration ; Maintenance ; Odour abatement ; Chlorine ; Potassium permanganate ; Chemicophysical properties ; pH ; Lakes / India / Nagpur / Hingna / Ambazari Lake
(Location: IWMI HQ Call no: e-copy only Record No: H047973)
(0.62 MB)
The water treatment plant at the Hingna industrial area receives raw water from Ambazari Lake and supplies drinking water to industrial area, after conventional treatment. The treated water was found to have a pungent odour and yellow colour, which in turn changed from a brown to black precipitate. The water becomes aesthetically unacceptable to consumers. It was observed that a blackish precipitate formation was due to the presence of iron and manganese in lake water, which was not completely removed during treatment. To remove iron and manganese from drinking water, treatment studies were carried out with chlorine and KMnO4 as oxidants. Alum and lime were added for coagulation and pH correction. Jar test studies revealed that treatment with potassium permanganate at pH 7.7–8.0 was effective in the removal of iron, manganese and organics, which were responsible for causing colour and odour to water. The studies helped in improvements in water quality for safe drinking water supply.
16 Asamoah, Bernice; Nikiema, Josiane; Gebrezgabher, Solomie; Odonkor, Elsie; Njenga, M. 2016. A review on production, marketing and use of fuel briquettes. Colombo, Sri Lanka: International Water Management Institute (IWMI). CGIAR Research Program on Water, Land and Ecosystems (WLE). 51p. (Resource Recovery and Reuse Series 07) [doi: https://doi.org/10.5337/2017.200]
Fuel consumption ; Charcoal ; Briquettes ; Fuelwood ; Urban wastes ; Solid wastes ; Waste management ; Industrial wastes ; Organic wastes ; Recycling ; Faecal sludge ; Sewage sludge ; Renewable energy ; Domestic consumption ; Households ; Cooking ; Energy resources ; Energy generation ; Feedstocks ; Communities ; Biomass ; Environmental impact ; Agricultural sector ; Residues ; Pollution ; Emission ; Developing countries ; Gender ; Women ; Men ; Youth ; Chemicophysical properties ; Carbon ; Raw materials ; Supply chain ; Enterprises ; Marketing ; Retail marketing ; Production costs ; Small scale systems ; Public health ; Economic aspects / East Africa / Ghana / Kenya / Africa South of Sahara
(Location: IWMI HQ Call no: IWMI Record No: H047991)
(2 MB)
Where modern heating and cooking fuels for domestic, institutional, commercial and industrial use are not readily available, briquettes made from biomass residues could contribute to the sustainable supply of energy. This study reviews the briquette making process, looking at the entire value chain starting from the type and characteristics of feedstock used for briquette making to the potential market for briquettes in developing countries. It also analyzes the role that gender plays in briquette production. Depending on the raw materials used and technologies applied during production, fuel briquettes come in different qualities and dimensions, and thus require appropriate targeting of different market segments. Key drivers of success in briquette production and marketing include ensuring consistent supply of raw materials with good energy qualities, appropriate technologies, and consistency in the quality and supply of the briquettes. Creating strong partnerships with key stakeholders, such as the municipality, financiers and other actors within the briquette value chain, and enabling policy are important drivers for the success of briquette businesses.
17 Akoto, O.; Gyamfi, O.; Darko, G.; Barnes, V. R. 2017. Changes in water quality in the Owabi Water Treatment Plant in Ghana. Applied Water Science, 7(1):175-186. [doi: https://doi.org/10.1007/s13201-014-0232-4]
Water quality ; Waste water treatment plants ; Drinking water ; Water pollution ; Health hazards ; Chemicophysical properties ; Nutrients ; Bacteriological analysis ; Faecal coliforms ; Contamination ; WHO ; Guidelines ; Correlation analysis ; Reservoirs ; Heavy metals / Ghana / Kumasi / Owabi Water Treatment Plant
(Location: IWMI HQ Call no: e-copy only Record No: H048096)
https://link.springer.com/content/pdf/10.1007%2Fs13201-014-0232-4.pdf
https://vlibrary.iwmi.org/pdf/H048096.pdf
https://vlibrary.iwmi.org/pdf/H048096.pdf
(0.47 MB) (480 KB)
The study was conducted on the status of the quality of water from the Owabi water treatment plant that supplies drinking water to Kumasi, a major city in Ghana, to ascertain the change in quality of water from source to point-of-use. Physico-chemical, bacteriological water quality parameters and trace metal concentration of water samples from five different treatment points from the Owabi water treatment plant were investigated. The raw water was moderately hard with high turbidity and colour that exceeds the WHO guideline limits. Nutrient concentrations were of the following order: NH3\NO2 -\- NO3 -\PO4 3-\SO4 2- and were all below WHO permissible level for drinking water in all the samples at different stages of treatment. Trace metal concentrations of the reservoir were all below WHO limit except chromium (0.06 mg/L) and copper (0.24 mg/L). The bacteriological study showed that the raw water had total coliform (1,766 cfu/100 mL) and faecal coliform (257 cfu/100 mL) that exceeded the WHO standard limits, rendering it unsafe for domestic purposes without treatment. Colour showed strong positive correlation with turbidity (r = 0.730), TSS (r C 0.922) and alkalinity (0.564) significant at p\0.01. The quality of the treated water indicates that colour, turbidity, Cr and Cu levels reduced and fall within the WHO permissible limit for drinking water. Treatment process at the water treatment plant is adjudged to be good.
18 Seth, R.; Mohan, M.; Singh, P.; Singh, R.; Dobhal, R.; Singh, K. P.; Gupta, S. 2016. Water quality evaluation of Himalayan Rivers of Kumaun Region, Uttarakhand, India. Applied Water Science, 6(2):137-147. [doi: https://doi.org/10.1007/s13201-014-0213-7]
Water quality ; Evaluation ; Rivers ; Drinking water ; Irrigation water ; Contamination ; Chemicophysical properties ; Sodium ; Adsorption ; Correlation analysis ; Seasonal variation ; Monsoon climate / India / Himalayan Region / Uttarakhand / Kumaun Region / Gola River / Ramganga River / Saryu River / Kosi River / Lohawati River
(Location: IWMI HQ Call no: e-copy only Record No: H048097)
https://link.springer.com/content/pdf/10.1007%2Fs13201-014-0213-7.pdf
https://vlibrary.iwmi.org/pdf/H048097.pdf
https://vlibrary.iwmi.org/pdf/H048097.pdf
(0.91 MB) (928 KB)
Water quality of Himalayan rivers has been steadily deteriorating over several decades due to anthropogenic activities, dumping of treated or untreated effluents, poor structured sewerage and drainage system, etc. In the present study, the water quality of five important rivers namely, Gola, Kosi, Ramganga, Saryu and Lohawati rivers were investigated which flow through the different districts of Kumaun region of Uttarakhand Himalaya. The water of all these rivers serves as the major source for drinking and irrigation purposes in these districts of the Kumaun region of Uttarakhand. River water samples collected in pre-monsoon and post-monsoon seasons of the years 2011 and 2012 were analyzed for various water quality characteristics. Statistical analyses indicate positive correlation among most of the chemical parameters. Piper diagram illustrates that all the water samples fall in Ca–Mg–HCO3 hydrochemical facies, Moreover, the suitability of water for drinking purposes determined by water quality index indicated that river water in both the seasons is unsuitable. Irrigation water quality of all the river water was found suitable during both the seasons according to the result of sodium adsorption ratio, sodium percentage and residual sodium carbonate. The present study revealed that major factors contributing to deterioration of water quality of all the rivers might be eutrophication, tourism, anthropogenic and geogenic processes. Therefore, to restore the vitality and water quality of all these rivers, proper water resource planning programme should be developed.
19 Muller, K.; Cornel, P. 2017. Setting water quality criteria for agricultural water reuse purposes. Journal of Water Reuse and Desalination, 7(2):121-135. [doi: https://doi.org/10.2166/wrd.2016.194]
Water quality ; Agriculture ; Water reuse ; Irrigation water ; Water storage ; Wastewater treatment ; Guidelines ; Standards ; Sanitation ; Projects ; Monitoring ; Chemicophysical properties ; Pollutant load ; Metallic elements ; Alkali metals ; Alkaline earth metals ; Heavy metals ; Nonmetals ; Boron ; Biological properties / Namibia / Outapi
(Location: IWMI HQ Call no: e-copy only Record No: H048068)
(0.37 MB) (376 KB)
The use of reclaimed water for agricultural irrigation is practiced worldwide and will increase in the future. The definition of water quality limits is a useful instrument for the assessment of water quality regarding its suitability for irrigation purposes and the performance of wastewater treatment steps. This study elaborates water quality objectives for a water reuse project in a setting where national guidelines do not exist. Internationally established guidelines are therefore applied to the local context. Additional limits for turbidity, total suspended solids, biochemical and chemical oxygen demand, total phosphorus and potassium are suggested to meet the requirements of water reuse projects. Emphasis is put on water quality requirements prior to UV disinfection and nutrient requirements of cultivated crops. The presented values can be of assistance when monitoring reclaimed water quality. To facilitate the realization of water reuse projects, comprehensive and more detailed information, in particular on water quality requirements prior to disinfection steps, should be provided as well as regarding the protection of the irrigation infrastructure.
20 Sari, M. D. K.; Kristensen, G. H.; Andersen, M.; Ducheyne, A. A. M.; Lee, W. A. 2017. Water-reuse Risk Assessment Program (WRAP): a refinery case study. Journal of Water Reuse and Desalination, 7(2):162-174. [doi: https://doi.org/10.2166/wrd.2016.175]
Water reuse ; Risk assessment ; Waste water treatment plants ; Water quality control ; Monitoring techniques ; HACCP ; Strategies ; Models ; Pollutants ; Chemicophysical properties ; Case studies
(Location: IWMI HQ Call no: e-copy only Record No: H048126)
(0.34 MB) (348 KB)
The key approach to manage and prevent potential hazards arising from specific contaminants in water networks is to consider water as the main product delivered. This new concept, addressed as water-reuse risk assessment program (WRAP), has been further developed from hazard analysis of critical control points (HACCP) to illustrate the potential hazards which are the roots of hindering intra-facility water reuse strategies. For industrial sectors applying water reclamation and reuse schemes, it is paramount that the reclaimed water quality stays within the desired quality. The objective of WRAP is to establish a new methodology and knowledge, which will contribute to the sustainable development of industrial water management, and demonstrate its capabilities in identifying and addressing any potential hazards in the selected schemes adoption by the industries. A ‘what-if’ scenario was simulated using a refinery as a case study to show strategies on how to benefit reclaimed or reuse water based on reliable, applied and scientific research within the process integration area. In conclusion, the WRAP model will facilitate operators, consultants and decision makers to reuse water on a fit-for-use basis whilst avoiding contaminant accumulation in the overall system and production of sub-quality products from inadequate processes after several reuses.
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