[[Image:{{Language-box|english_link=Water Portal / Rainwater Harvesting / Surface water / Catchment dam.jpgand storage dams |thumbfrench_link= Coming soon |rightspanish_link= Coming soon |350pxhindi_link= वाटर पोर्टल / वर्षाजल संचयन / सतही जल / कैचमेंट-जलागम और भंडारण बांध | Turkana men and women build a dam on the river Lokitaung in northern Kenya. Photo by AFPmalayalam_link= Coming soon | tamil_link= Coming soon | korean_link= Coming soon | chinese_link=集水区和存储水坝 | indonesian_link= Bendungan tangkapan dan penyimpanan air | japanese_link= 水のポータルサイトのビューソース / 雨水貯留 / 地表水 / 貯水池と貯水ダム水のポータルサイトのビューソース / 雨水貯留 / 地表水 /Simon Maina.]]貯水池と貯水ダム }}
Water can be made available by damming a natural rainwater catchment area, such as a valley, and storing the water in the reservoir formed by the [[Image:dam, or diverting it to another reservoiricon. Important parameters in the planning of dams arepng|right|80px|]][[Image: the annual rainfall Catchment dam.jpg|thumb|right|200px| Turkana men and evaporation pattern; women build a dam on the present use and runoff coefficient of the catchment area (eriver Lokitaung in northern Kenya.g. bare rock catchments have high runoff coefficients, around 0.9); water demand; and the geology and geography of the catchment area and building sitePhoto by AFP/Simon Maina. ]]
Water can be made available by damming a natural rainwater '''catchment''' area, such as a valley, and storing the water in the reservoir formed by the dam, or diverting it to another reservoir. Important parameters in the planning of dams are: the annual rainfall and evaporation pattern; the present use and runoff coefficient of the catchment area (e.g. bare rock catchments have high runoff coefficients, around 0.9); water demand; and the geology and geography of the catchment area and building site. '''Dams ''' can consist of raised banks of compacted earth (usually with an impermeable clay core, stone aprons and a spillway to discharge excess runoff), open rock reservoir catchments, and masonry or concrete (reinforced or not).
Open reservoirs behind a retaining structure have storage capacities ranging from 20 – 4,000 m³. Alternatively, a volume of water could be stored directly into covered storage tanks that collect water directly from the catchment.
The water stored behind a dam should normally be treated before entering a distribution system.
===Suitable Conditions===
Site reservoirs where the base will be impermeable (e.g. unfissured rock or clay) in order to save costs and prevent having to find a form of lining. Alternatively cracks and fissures could be sealed up with mortar or concrete. Rock catchment dams work well mostly in hilly or mountainous regions where other water sources are scarce. These types of dams should be bare and free of vegetation/soil. When siting for rock catchment dams make sure to maximize the natural topography – to get the best volume, make dams on the lower side of existing rock pools.
Smaller scale dams owned privately might have more chance of success in terms of participation in the construction and maintenance processes.
{{procontable | proborder="1" cellpadding="5" cellspacing="0" align="none"|-! width="50%" style="background:#efefef;" | Advantages! style="background:#f0f8ff;" | Disadvantages|-| valign="top" | - High runoff coefficient is good, enabling water to collect very well from small rains <br>
- Minimal seepage where open storage on rock catchments is concerned <br>
- Maintenance is simple and cheap if conditions are right <br>
- Rock catchments do not occupy farmland and often no one owns the land = easy to implement <br>
- Good sized reservoirs can eliminate the need for further excavation, if water needs increase in the future <br>| convalign= "top" | - Contamination of the water from surrounding land use and animals <br>
- Water-borne disease susceptibility <br>
- Can be eroded or destroyed by cars, groups of people or animals crossing over them <br>
- Depth to surface ratio must be small otherwise evaporation is a great loss <br>
- The geology and surrounding populations must be suitable for a reservoir <br>
|}} <br>===Resilience to changes in the environment=======Drought===='''Effects of drought''': Tend to dry up quickly, especially if unlined; Conflict over water for animals.
'''Underlying causes of effects''': Lack of rainfall; High evaporation rates; High seepage rates through base of pond and through dam; Storage not sufficient for demand – silting up of ponds due to high silt load, high level of work in constructing ponds. '''To increase resiliency of WASH system''': Reduce evaporation & seepage; Follow proper construction methods; Reduce siltation to get more volume; Promote private ownership of ponds, so de-silting process more likely; Improve access to low-cost loans with long-time repayment conditions so that farmers can replicate technology; Use phased construction until capacity is sufficient for water demand. More information on managing drought: [[Resilient WASH systems in drought-prone areas]]. ====Floods====With climate change, some regions experience more intense rainfall events. (Several) smaller dams will receive less damage than one larger dam and be less expensive to fix. Diversify water sources so that if floods knock out one system, community has alternatives while repairs proceed. Flow paths of rivers are more likely to change, so choose dam site in most stable place along river and make dam height in consideration of past flood lines on the bank. ===Construction, operations & maintenance== = [[Image:WomenBuilding Dam.jpg|thumb|right|200px| [http://www.wfp.org/countries/uganda/media/karamoja-livelihoods Women construct surface dams in Ka’abong district.] Using food or cash incentives, WFP (World Food Programme) encourages communities to build productive physical assets and gain skills for protecting and regenerating the environment, enhancing nutrition and harvesting water.]]
====Building the dam====
'''General advice on cement''': A common cause of cracks in structures and linings (e.g. in tanks, dams, waterways, wells) is errors in mixing and applying the cement. First of all, it is important that only pure ingredients are used: clean water, clean sand, clean rocks. The materials have to be mixed very thoroughly. Secondly, the amount of water during mixing needs to minimal: the concrete or cement needs to be just workable, on the dry side even, and not fluid. Thirdly, it is essential that during curing the cement or concrete is kept moist at all times, for at least a week. Structures should be covered with plastic, large leaves or other materials during the curing period, and kept wet regularly.
'''Specific advice''':
Reservoir size and dam height can be decided according to water demand, evaporation losses, length of critical period and average rainfall. For a full list of methods to determine your dam’s size, visit CARE: Nederlands Desk study Resilient WASH systems in drought prone areas (page 62).
Gutters are needed to direct water on the catchment towards the reservoir. They can be made from stone masonry using rocks gathered from the catchment during cleaning. Gutters should almost follow the contour but should slope a minimum of 3%. Gutters should be high enough to direct water, but where runoff velocity is very high, some kind of wall structure is needed to slow velocity of runoff before it reaches the gutters.
====Water Quality & Treatmentextraction and treatment====If the water is for human consumption, cattle and people should be kept away from the catchment area and reservoir all year round. This can be helped by having a watchman patrol regularly, and by fencing off the area. Fish can be introduced to eat mosquito larvae, while at the same time providing a source of nutrition. Water should be provided to users through a treatment plant and a distribution system with public standpipes or household connections. For open water catchments, like from rock surfaces or stored behind earth dams, direct abstraction (pump or pipe taking water off) works well. Abstraction method should minimize disturbance of the settled water, thus reducing treatment requirements later.* Direct abstraction is one option, via a bank-mounted pump ([[Small and efficient motor pumps]] or [[Handpumps]]) which uses a floating intake to reduce sediment intake. An outlet pipe and strainer through the dam wall to the downstream side is another option, but these have potential problems of weakening the dam wall. In addition, piping will have to be secured externally when traversing rocks, so care has to be taken to secure pipes with anchor posts.* With preventive methods to reduce turbidity (silt trap, extraction method) the water is still turbid & contaminated and will require treatment. * For direct abstraction, promotion of household water treatment is advocated. Choice of household water treatment technology should be based on efficiency of removing contaminants present in the water. For open water that may be prone to cyanobacterial blooms, a [[Concrete Biosand Filter]] is a good choice due to its ability to remove cyanobacterial toxins. Other technologies however may be more suitable for mobile communities (e.g. [[Sodis]] or a [[Ceramic pot filter]], depending on turbidity levels). For reservoirs near urban environments or where the runoff area has intensive agriculture practised in its vicinity, diversification of water resources is a good idea to provide alternatives for direct drinking purposes. Strengthening controls and restrictions on use of illegal substances will also help.
====Operations & Maintenanceand maintenance====
In the operation of a dam, it is good to have a caretaker. Their activities can include opening or closing valves or sluices in the dam, or in conduits to the reservoir. Water collection is often provided from water points. The users themselves, often women and children, usually carry out collections.
Once a year, the reservoir may be left to dry out for a short period to reduce the danger of bilharzia (a human disease caused by parasitic worms called Schistosomes). The reservoir, silt traps, gutters, etc., must be de-silted at least once a year. To control mosquito breeding and the spread of malaria, Tilapia fish can be introduced in the reservoir (every year if it runs dry).
[[File:Roles OandM - Catchment and storage dams.jpg]]<br>[[File|thumb|none|500px|Chart:OandM - Catchment and storage dams.jpgWHO]]
====Potential Problems====
* the taste of drinking-water varies between catchment areas and this can affect whether users accept the system, since they value the taste
===Costs===
This depends on local circumstances. Cost can be high – experience from Kenya shows that a 56 m3 dam cost $4,000 including labour (= $71 per m3 of storage). But then another cost of a 13 000 m3 rock catchment in Kenya was US$ 1.60 per m3 of storage volume. The corresponding cost of a 30 000 m3 earth dam in Tanzania was US$ 1.90, and only US$ 0.20 for an 80 000 m3 earth dam in Mali.
===Field experiences===<br>{|style="border: 2px solid #e0e0e0; width: 40%; text-align: justify; background-color: #e9f5fd;" cellpadding="2"<!--rsr logo here-->|- style="vertical-align: top"|[[Image:akvorsr logo_lite.png|center|60px|link=http://akvo.org/products/rsr/]]<!--project blocks here-->|- style="vertical-align: bottom"|[[Image:project 440.jpg |thumb|center|140px|<font size="2"><center>[http://rsr.akvo.org/project/440/ RSR Project 440]<br>Raising awareness on rainwater harvesting</center></font>|link=http://rsr.akvo.org/project/440/ ]] |[[Image:project 427.jpg |thumb|center|140px|<font size="2"><center>[http://rsr.akvo.org//project/427/ RSR Project 427]<br>Scale up of Sustainable Water Access</center></font>|link=http://rsr.akvo.org//project/427/ ]] |}
==Reference manuals, videos, and links==<br>
==Acknowledgements=Manuals, videos and links==='''Articles produced from the following documents * [http://www.enggpedia.com/civil-engineering-encyclopedia/articles/1559-how-to-build-small-dams-small-dam-construction How to build small dams - Small Dam Construction.]* [http://www.agu.org/pubs/crossref/2012/2011WR011155.shtml Appropriate small dam management for minimizing catchment-wide safety threats: International benchmarked guidelines and photosdemonstrative cases studies.] Water Resources Research.* [http:''' //www.irc.nl/page/1917 Surface water intake and small dams]. Chapter 11. Revised by Nhamo Masanganise.
* CARE Nederland, Desk Study Resilient WASH systems in drought prone areas. October 2010.===Acknowledgements===* Brikke, François, and Bredero, Maarten. [http://www.washdoc.info/docsearch/title/117705 Linking technology choice with operation and maintenance in the context of community water supply and sanitation: A reference document for planners and project staff]. World Health Organization and IRC Water and Sanitation Centre. Geneva, Switzerland 2003.* CARE Nederland, Desk Study [[Resilient WASH systems in drought-prone areas]]. October 2010.