Your search found 7 records
1 Pereira, K.; Ratnayake, R. 2013. Water integrity in action: curbing illegal sand mining in Sri Lanka. Berlin, Germany: Water Integrity Network (WIN). 36p.
Sand ; Sand dunes ; Clay ; Mining ; Legal aspects ; Rivers ; Water supply ; Erosion ; Riverbank protection ; Environmental effects / Sri Lanka / Deduru Oya / Maha Oya
(Location: IWMI HQ Call no: 622.3622 G744 PER Record No: H046318)
http://www.waterintegritynetwork.net/index.php?option=com_mtree&task=att_download&link_id=174&cf_id=61
https://vlibrary.iwmi.org/pdf/H046318.pdf
https://vlibrary.iwmi.org/pdf/H046318.pdf
(5.66 MB) (5.66 MB)
2 Pholkern, K.; Srisuk, K.; Grischek, T.; Soares, M.; Schafer, S.; Archwichai, L.; Saraphirom, P.; Pavelic, Paul; Wirojanagud, W. 2015. Riverbed clogging experiments at potential river bank filtration sites along the Ping River, Chiang Mai, Thailand. Environmental Earth Sciences, 73:7699-7709. [doi: https://doi.org/10.1007/s12665-015-4160-x]
Riverbank protection ; Filtration ; Hydraulics ; Water quality ; Sedimentation ; Flow discharge / Thailand / Chiang Mai / Ping River
(Location: IWMI HQ Call no: e-copy only Record No: H047065)
(4.11 MB)
Riverbank filtration (RBF) is a process during which river water is subjected to subsurface flow prior to abstraction wells, often characterized by improved water quality. The induced infiltration of river water through the riverbed also creates a clogging layer. This decreases riverbed permeability and abstraction rates, particularly if the river water has high turbidity, as in Thailand. As Chiang Mai Province is one of the most favorable sites for future RBF construction in Thailand, two sites, Mae Rim and San Pa Tong, were selected to simulate clogging by using a channel experiment. The mobile experimental apparatus was set up at the bank of the river in order to use fresh river water. Riverbed sediment was used as channel bed and filling material for the columns. The aim was to simulate riverbed clogging using river water with high turbidity and determine the effect of clogging, which can be quantified using vertical hydraulic conductivity (Kv). An increase in channel flow velocity caused partial removal of a clogging layer in only the top 0.03 m of the sediment column. The combination of low channel flow and high turbidity leads to much more clogging than high channel flow and low turbidity. A complete manual removal of the external clogging layer led to an increase in Kv, but the initial Kv values were not recovered. The external clogging had a lower effect on Kv than internal clogging. For planning new RBF sites along high-turbidity rivers, reduction in Kv to estimate RBF well yield cannot be calculated based only on initial Kv but requires field experiments.
3 Saikia, Panchali; Sharma, Bharat. 2015. Indo-Bangladesh Ganges water interactions: From water sharing to collective water management. 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.98-118.
Water management ; Water law ; Treaties ; International cooperation ; International waters ; Water supply ; Water resources ; Downstream ; Stream flow ; Riverbank protection ; Erosion ; Collective behaviour ; Corporate culture ; Dry season ; Sedimentation ; Salt water intrusion ; Riparian zones / Bangladesh / India / West Bengal / Gorai River / Hooghly-Bhagirathi River / Indo-Bangladesh Ganges
(Location: IWMI HQ Call no: e-copy only Record No: H047108)
(0.80 MB)
4 Kummu, M.; Keskinen, M.; Varis, O. (Eds.) 2008. Modern myths of the Mekong: a critical review of water and development concepts, principles and policies. Espoo, Finland: Helsinki University of Technology (TKK). 187p. (Water and Development Publications 1)
Water resources development ; River basins ; Stream flow ; Water management ; Water policy ; Riverbank protection ; Erosion ; Flooding ; Upstream ; Downstream ; Water levels ; Dams ; Lakes ; Fisheries ; Community involvement ; Gender mainstreaming ; Living standards ; Community organizations ; Sustainable development ; Economic sectors ; Informal sector ; Urban areas ; Population density ; Community organizations ; Natural resources ; Environmental effects ; Human behaviour ; Ecosystems / Cambodia / China / Mekong River Basin / Tonle Sap Lake / Angkor / Phnom Penh
(Location: IWMI HQ Call no: 333.91 G800 KUM Record No: H047272)
http://www.wdrg.fi/wp-content/uploads/2011/12/Myths_of_Mekong_book.pdf
https://vlibrary.iwmi.org/pdf/H047272.pdf
https://vlibrary.iwmi.org/pdf/H047272.pdf
(6.74 MB) (6.73 MB)
5 Ashraf, M.; Bhatti, Muhammad Tousif; Shakir, A. S. 2016. River bank erosion and channel evolution in sand-bed braided reach of River Chenab: role of floods during different flow regimes. Arabian Journal of Geosciences, 9(2):1-10. [doi: https://doi.org/10.1007/s12517-015-2114-y]
Riverbank protection ; Erosion control ; Flooding ; Landsat ; Imagery ; Sand ; Open channels ; Monsoon climate ; Flow discharge ; Stream flow ; Environmental protection / Pakistan / Chenab River
(Location: IWMI HQ Call no: e-copy only Record No: H047488)
(5.03 MB)
Braided reaches of large rivers in alluvial plains show major morphological changes, particularly the external bank erosion, due to the flood events. This paper highlights the bank erosion and channel evolution induced by eleven different flood events in a 7-km long reach of the River Chenab, Pakistan. The impact of floods on river bank erosion and channel evolution is analyzed under low and high flow conditions. Flood-induced changes, for river’s external banks and channel evolution, were assessed by processing Landsat ETM+ images in ArcGIS tool, and their inter-relationship is evaluated through regression analysis. The results revealed that the major morphological changes were triggered by the flood events occurred during the high flow or Monsoon season (July–September), whereas the flood events of similar magnitude occurring during low flow season (October–March) did not induce such changes. Mostly, the erosion remained limited to the middle part of the reach,where the branch channel flows along the bank. The average annual bank erosion rates are much higher as compared with a global scale. Data analysis showed a strong correlation between the mean high flows and total bank erosion indicating that Monsoon seasonal flows and floods are responsible for bank erosion. The present study further identifies the river bank locations highly susceptible to erosion by developing the correlation between bank erosion and branch channel progression. Strong correlation for bank erosion could be established with the shift of branch channels position flowing along the banks in braided reaches of sand bed rivers. However, the presence of sand bars along the river banks resulted in reduced erosion that weakens this relationship. The findings of the present study can help develop better understanding about the bank erosion process and constitute a key element to inform and improve river bank management.
6 Kloppmann, W.; Sandhu, C.; Groeschke, M.; Pandian, R. S.; Picot-Colbeau, G.; Fahimuddin, M.; Ahmed, S.; Alazard, M.; Amerasinghe, Priyanie; Bhola, P.; Boisson, A.; Elango, L.; Feistel, U.; Fischer, S.; Ghosh, N. C.; Grischek, T.; Grutzmacher, G.; Hamann, E.; Nair, I. S.; Jampani, Mahesh; Mondal, N. C.; Monninkhoff, B.; Pettenati, M.; Rao, S.; Sarah, S.; Schneider, M.; Sklorz, S.; Thiery, D.; Zabel, A. 2015. Modelling of natural water treatment systems in India: Learning from the Saph Pani case studies. In Wintgens. T.; Nattorp, A.; Elango, L.; Asolekar, S. R. (Eds.). Natural water treatment systems for safe and sustainable water supply in the Indian context: Saph Pani, London, UK: IWA Publishing. pp. 227-250.
Wastewater treatment ; Wastewater irrigation ; Models ; Riverbank protection ; Filtration ; Wetlands ; Flow discharge ; Water quality ; Water reuse ; Aquifers ; Groundwater recharge ; Groundwater management ; Watershed management ; Surface water ; Coastal area ; Drinking water ; Salt water intrusion ; Geology ; Weathering ; Irrigation canals ; Case studies / India / New Delhi / Chennai / Tamil Nadu / Telangana / Hyderabad / Maheshwaram / Uttarakhand / Haridwar / Yamuna River / Ganga River / Musi River
(Location: IWMI HQ Call no: e-copy only Record No: H047553)
https://zenodo.org/record/61088/files/9781780408392_14.pdf
https://vlibrary.iwmi.org/pdf/H047553.pdf
https://vlibrary.iwmi.org/pdf/H047553.pdf
(12.42 MB) (3.9 MB)
7 Addisie, M. B.; Ayele, G. K.; Gessesse, A. A.; Tilahun, S. A.; Moges, M. M.; Zegeye, A. D.; Mekuria, Wolde; Schmitter, Petra; Langendoen, E. J.; Steenhuis, T. S. 2016. Rehabilitating gullies with low cost methods, in the sub humid Ethiopian highlands. Paper presented at the International Conference of the Advancement of Science and Technology, Bahir Dar, Ethiopia, 17-18 July 2016. 10p.
Gully erosion ; Humid zones ; Highlands ; Environmental degradation ; Ecosystems ; Watersheds ; Riverbank protection ; Vegetation ; Plantations ; Sedimentation
(Location: IWMI HQ Call no: e-copy only Record No: H047636)
(691 KB)
Gully erosion in the highlands of Ethiopia has reduced agricultural productivity and degraded ecosystem services. To better understand the processes controlling gully erosion and design effective control measures, a study was conducted in the headwaters of the Birr watershed for three consecutive years (2013-2015). Fourteen gullies with similar morphology were studied in three adjacent sub-watersheds. Stabilization measures were applied to 5 of the 14 gully heads. Three gully control measures were compared: a) reshaping gully banks and head to a 45 degree slope with stone rip rap on the gully heads, b) controlling gully bed grade, and c) planting grasses and trees on shallow gullies (i.e., < 3 m deep). Results demonstrated that gully control measures were effective in controlling the expansion of gullies as no further retreat was observed for the 5 treated gully heads, whereas the average retreat was 3 meters with a maximum of 22.5 m for the 9 untreated gullies. The migration of untreated gully heads produced an average soil loss of 38 tons per gully. Compared with simple reshaping of gully heads, the additional integration with stone rip rap was an effective and low cost measure. Vegetative treatment by itself could not stop the upslope migration of gully heads, though it had the potential to trap sediments. Re-vegetation at gully heads stabilized with stone rip rap occurred faster than at unprotected, reshaped heads and banks. From the fourteen rehabilitation treatments, gully head protection integrated with plantation showed the largest potential in decreasing gully development in terms of labor, time and material it requires.
Powered by DB/Text WebPublisher, from
