Changes

no edit summary
{{stubLanguage-box|english_link=Water Portal / Rainwater Harvesting / Surface water / Tyrolean weir | french_link= Coming soon | spanish_link= Toma Tirolesa | hindi_link= वाटर पोर्टल / वर्षाजल संचयन / सतही जल / टाइरोलीन मेड़ | malayalam_link= Coming soon | tamil_link= Coming soon | korean_link= Coming soon | chinese_link=提洛尔堰 | indonesian_link= Bendungan Tyrolean | japanese_link= 水のポータルサイト/雨水貯留/表面水/チロリアン式堰 }} [[Image:Tyrolean_weir_icon.png|right|80px]]Dams and water inlet structures in embankments are vulnerable and expensive elements in river-fed water systems[[Image:Tyrolean weir.JPG|thumb|right|200px|Tyrolean weir|Man checking the grid at a Tyrolean Weir. Tanzania. Photo: D. They are easily damaged by floods, underflowBourman, seepage and suffer from build-up of sediment or rubbish in the waterAqua for All. The ]] A '''Tyrolean weir forms ''' is a more reliable and cheaper alternative. Water water inlet structure in which water is abstracted from the main flow through a screen (or inlet) over a gutter, . The gutter is usually made of concrete and built into the riverbedriver bed. The screen on the crest should slope downstream (15-30 degrees), to increase flow velocities and prevent sediment carried by the stream from blocking it. From the gutter, water enters a pipeline, which drains into a sedimentation tank and then flows by gravity into the rest of the system. [[Image:Dams and water inlet structures in embankments are vulnerable and expensive elements in river-fed water systems. They are easily damaged by floods, underflow, seepage and suffer from build-up of sediment or rubbish in the water. The Tyrolean weirforms a more reliable and cheaper alternative.JPG|thumb|right|150px| ===Suitable conditions ===Tyrolean intakes are used in small permanent rivers and streams where the sediment content and bed load transport are low, or on the crest of a dam spill. The weir]]or intake should be carefully sited.  The weir itself does not clean or purify the water.
|-
! width="50%" style="background:#efefef;" | Advantages
! style="background:#ffdeadf0f8ff;" | Disadvantages
|-
| valign="top" | - More reliable and cheaper compared to dams and water inlet structures in river embankments<br>- They do not affect water flow to communities downstream| valign="top" | <br>- None known
|}
{{procontable | pro=
- More reliable and cheaper compared to dams and water inlet structures in river embankments <br>
| con=
}}===Resilience to changes in the environment===
== Costs ==Drought effects on cement===='''Effects of drought:''' Badly made concrete or cracked linings (e.g. in tanks, dams, waterways, wells, and other structures). <br>'''Underlying causes of effects:''' Less water used for curing; Impure water used for mixing. <br>'''To increase resiliency of WASH system:''' Ensure adequate mixing, ratios, purity of ingredients; Minimize water content in mixture; Ensure adequate curing.
* Material (excluding the pipe and sedimentation tank): US$ 300 - 600.
* Labour (if site is easily accessible): 30 - 50 man days.
* Operation and maintenance: several visits per year for inspection, cleaning and minor repairs. Overall easy to carry out due to low-tech structure and the use of local labour and materials.
More information on managing drought: [[Resilient WASH systems in drought-prone areas]].
== Applying conditions =Construction, operations and maintenance===[[Image:Tyro weir.jpg|thumb|right|200px|Tyrolian weirs are meant to intake water from mountain rivers that are very turbulent. Photo: [http://www.tuwien.ac.at/en/tuwien_home/ Vienna University of Technology]]]
* A Tyrolean intakes are used weir can either consist of parallel rods or a perforated plate, installed in small permanent rivers and streams where the sediment content and bed load transport are low, or on flow direction over the crest width of the stream with a dam spill15-30 degree downward slope. * The threshold can be a concrete elevation above Large stones, branches and large leaves cannot pass between the rocky bed of a mountain streamrods, or a vertical low weir structure, anchored in and are prevented from entering the embankmentgutter. * The capacity of Because the inlet pipe rods / drain (diameter and gradient) should be 30% more than plate slopes downward, the material in the design flow and have an uniform gradient to prevent accumulation of sand.* The sedimentation tank can accumulate 1.5-2 m3 of deposits and allows water to filter for 10 to 30 minutes at very low speed. It stream is cleaned by washing pushed downstream, until it outdrops over the end of the weir.
The threshold can be a concrete elevation above the rocky bed of a mountain stream, or a vertical low weir structure, anchored in the embankment. The capacity of the inlet pipe / drain (diameter and gradient) should be 30% more than the design flow and have an uniform gradient to prevent accumulation of sand. The sedimentation tank can accumulate 1.5-2 m<sup>3</sup> of deposits and allows water to filter for 10 to 30 minutes at very low speed. It is cleaned by washing it out.
== Maintenaince ==Maintenance====Several visits per year to the site are necessary for inspection, cleaning and minor repairs. Overall, maintenance is easy to carry out due to low-tech structure and the use of local labour and materials.
* Regular inspection and cleaning of the grit / rack and possibly the gutter and sedimentation tank is required during and after storm periods.
===Costs===
* Material (excluding the pipe and sedimentation tank): US$ 300 - 600.
* Labour (if site is easily accessible): 30 - 50 man days.
== Considerations =Manuals, videos and links=== * The weir or [http://www.samsamwater.com/library/TP40_11_Surface_water.pdf Surface water intake should be carefully sitedand small dams]. * The weir itself does not clean or purify the waterChapter 11. Revised by Nhamo Masanganise. {{Joinus}}
== External links =Acknowledgements===* General Background CARE Nederland, Desk Study: [http://www[Resilient WASH systems in drought-prone areas]].aquaforallOctober 2010.nl www.aquaforall.nl]
Emailconfirmed
224
edits