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May Be'ati River

The May Be’ati is a river of the Nile basin. Rising in the mountains of Dogu’a Tembien in northern Ethiopia, it flows southward to empty finally in the Giba and Tekezé River.[1]

May Be’ati
The May Be’ati River near its confluence with May Zegzeg
May Be’ati River in Dogu’a Tembien
EtymologyAfter the homonymous village
Location
CountryEthiopia
RegionTigray Region
District (woreda)Dogu’a Tembien
Physical characteristics
SourceGemgema
 • locationHalah in Ayninbirkekin municipality
 • elevation2,300 m (7,500 ft)
2nd source 
 • locationMay Be’ati in Ayninbirkekin municipality
MouthMay Zegzeg River
 • location
Inda Merue at the border of Mika'el Abiy and Haddinnet municipalities
 • coordinates
13°36′50″N 39°13′34″E / 13.614°N 39.226°E / 13.614; 39.226
 • elevation
1,970 m (6,460 ft)
Length7.3 km (4.5 mi)
Width 
 • average10 m (33 ft)
Basin features
River systemSeasonal/permanent river
WaterfallsTsigaba
BridgesGemgema footbridge in Halah
TopographyMountains and deep gorges
View on May Be’ati catchment – in the forested gorge the river is called Gemgema and in the middle plain it is called Tsigaba
The river in the radial drainage network of Dogu’a Tembien

Characteristics edit

The May Be’ati is a confined ephemeral river with an average slope gradient of 45 metres per kilometre. With its tributaries, the river has cut a deep gorge.[2]

Flash floods and flood buffering edit

Runoff mostly happens in the form of high runoff discharge events that occur in a very short period (called flash floods). These are related to the steep topography, often little vegetation cover and intense convective rainfall. The peaks of such flash floods have often a 50 to 100 times larger discharge than the preceding baseflow.[2] The magnitude of floods in this river has however been decreased due to interventions in the catchment. In May Be’ati the effect of such interventions has also been monitored.

Physical and biological measures in the catchment edit

At Gemgema, May Be'ati and on other steep slopes, exclosures have been established; the dense vegetation largely contributes to enhanced infiltration, less flooding and better baseflow.[3] Physical conservation structures such as stone bunds[4][5] and check dams also intercept runoff.[6][7] In the May Be'ati exclosure, more than 1000 precise measurements were done in 2003 and 2004, using 15 runoff plots, where the volume of runoff was measured daily. The rock type (Antalo Limestone), slope gradient and slope aspect were the same, the only difference was the land management and vegetation density. Whereas in degraded rangeland, 35% of the rainfall flows directly away to the river (runoff coefficient), this happens only for 13.4% of the rain in a recent exclosure and 1.7% in an old exclosure. For sake of comparison, the adjacent May Be'ati church forest has a runoff coefficient of only 0.1%.[3]

Check dam construction edit

 
Discharge measurement in upper May Be’ati

The effects of check dams on runoff response have been studied at Addi Qolqwal in the upper catchment of this river, near the road on soils derived from Amba Aradam Sandstone. An increase of hydraulic roughness by check dams and water transmission losses in deposited sediments are responsible for the delay of runoff to reach the lower part of the river channels. The reduction of peak runoff discharge was larger in the torrent with check dams and vegetation (minus 12%) than in that without treatment (minus 5.5%). Reduction of total runoff volume was also larger in the torrent with check dams (minus 18%) than in the untreated torrent (minus 4%). The implementation of check dams combined with vegetation reduced peak flow discharge and total runoff volume as large parts of runoff infiltrated in the sediments deposited behind the check dams. As gully check dams are implemented in a large areas of northern Ethiopia, this contributes to groundwater recharge and increased river baseflow.[8]

Check dams and subsurface dams edit

The most common structure to control gullies in this catchment is the check dam. However, there are several problems with collapsing check dams, even if they are built in a correct way, using well-shaped stones and having spillway and apron. One problem is in the Vertisol areas, such as near May Be’ati village in the upper catchment: sometimes the check dam stands intact and the water creates a new gully around it. The reasons are the cracks occurring in Vertisols: the water that accumulates behind the dam will start flowing through the cracks; it will round the dam and create an underground tunnel that becomes wider and wider until collapse. To control this, simple and cheap subsurface dams were implemented around 2010. Trenches, 2.5 meter deep and 25 meter long, were excavated at both sides of a check dams and a heavy plastic sheet (geomembrane) inserted vertically, after which the trench was filled with soil. The plastic sheet prevents water from flowing underground through the cracks. No more bypass occurs, and the water table is raised.[9]

 
Check dam in the May Be’ati headwaters – towards left and right a geomembrane has been insterted, what leads to an increase of the water table, hence the greenness in the gully bottom
 
Check dam with subsurface dam

Spate irrigation on exclosures edit

The effectiveness of exclosures could be enhanced by supplementing additional water to the short and erratic rain. The effects of such spate irrigation on species diversity, stocking and ring width growth of trees was evaluated in two exclosures (Addi Qolqwal and May Be'ati) in the catchment of May Be’ati River. The runoff diversion from the gully channel towards the regenerating forest was done with trenches dug at different locations to enhance an even runoff water distribution over the exclosures. The exclosure in May Be’ati was irrigated in 2005 while the Addi Qolqwal exclosure was irrigated from 2012 onwards but monitored from 2014 to 2016. The volume of irrigation water (from surface runoff) applied is of the same order of magnitude as the direct rainfall on the site. Trees in the irrigated exclosure have greater species diversity and show better growth. Particularly during the peak rainy season when there is excess water in Dogu’a Tembien, that cannot be used for crop irrigation, spate irrigation towards woody vegetation can be an important buffer for peak runoff discharges and if largely applied, it can reduce floods in the downstream areas.[10]

Boulders and pebbles in the river bed edit

Boulders and pebbles encountered in the river bed can originate from any location higher up in the catchment. In the uppermost stretches of the river, only rock fragments of the upper lithological units will be present in the river bed, whereas more downstream one may find a more comprehensive mix of all lithologies crossed by the river. From upstream to downstream, the following lithological units occur in the catchment.[11]

Trekking along the river edit

Trekking routes have been established across and along this river.[13] The tracks are not marked on the ground but can be followed using downloaded .GPX files.[14] Trek routes 13 and 13V cross the river and its catchment.

See also edit

References edit

  1. ^ Jacob, M. and colleagues (2019). Geo-trekking map of Dogu'a Tembien (1:50,000). In: Geo-trekking in Ethiopia's Tropical Mountains - The Dogu'a Tembien District. SpringerNature. ISBN 978-3-030-04954-6.
  2. ^ a b Amanuel Zenebe, and colleagues (2019). The Giba, Tanqwa and Tsaliet rivers in the headwaters of the Tekezze basin. In: Geo-trekking in Ethiopia's Tropical Mountains - The Dogu'a Tembien District. SpringerNature. doi:10.1007/978-3-030-04955-3_14. ISBN 978-3-030-04954-6.
  3. ^ a b Descheemaeker, K. and colleagues (2006). "Runoff on slopes with restoring vegetation: A case study from the Tigray highlands, Ethiopia". Journal of Hydrology. 331 (1–2): 219–241. doi:10.1016/j.still.2006.07.011. hdl:1854/LU-378900.
  4. ^ Nyssen, Jan; Poesen, Jean; Gebremichael, Desta; Vancampenhout, Karen; d'Aes, Margo; Yihdego, Gebremedhin; Govers, Gerard; Leirs, Herwig; Moeyersons, Jan; Naudts, Jozef; Haregeweyn, Nigussie; Haile, Mitiku; Deckers, Jozef (2007). "Interdisciplinary on-site evaluation of stone bunds to control soil erosion on cropland in Northern Ethiopia". Soil and Tillage Research. 94 (1): 151–163. doi:10.1016/j.still.2006.07.011. hdl:1854/LU-378900.
  5. ^ Gebeyehu Taye and colleagues (2015). "Evolution of the effectiveness of stone bunds and trenches in reducing runoff and soil loss in the semi-arid Ethiopian highlands". Zeitschrift für Geomorphologie. 59 (4): 477–493. doi:10.1127/zfg/2015/0166.
  6. ^ Nyssen, J.; Veyret-Picot, M.; Poesen, J.; Moeyersons, J.; Haile, Mitiku; Deckers, J.; Govers, G. (2004). "The effectiveness of loose rock check dams for gully control in Tigray, Northern Ethiopia". Soil Use and Management. 20: 55–64. doi:10.1111/j.1475-2743.2004.tb00337.x.
  7. ^ Etefa Guyassa and colleagues (2017). "Effects of check dams on runoff characteristics along gully reaches, the case of Northern Ethiopia". Journal of Hydrology. 545 (1): 299–309. doi:10.1016/j.jhydrol.2016.12.019. hdl:1854/LU-8518957.
  8. ^ Etefa Guyassa, and colleagues (2017). "Effects of check dams on runoff characteristics along gully reaches, the case of Northern Ethiopia". Journal of Hydrology. 545: 299–309. doi:10.1016/j.jhydrol.2016.12.019. hdl:1854/LU-8518957.
  9. ^ Frankl, A. and colleagues (2016). "Integrated solutions for combating gully erosion in areas prone to soil piping : innovations from the drylands of Northern Ethiopia". Land Degradation & Development. 27 (8): 1797–1804. doi:10.1002/ldr.2301.
  10. ^ Walraevens, K. and colleagues (2019). Hydrological context of water scarcity and storage on the mountain ridges in Dogu'a Tembien. In: Geo-Trekking in Ethiopia's Tropical Mountains, the Dogu'a Tembien District. SpringerNature. ISBN 978-3-030-04954-6.
  11. ^ Sembroni, A.; Molin, P.; Dramis, F. (2019). Regional geology of the Dogu'a Tembien massif. In: Geo-trekking in Ethiopia's Tropical Mountains — The Dogu'a Tembien District. SpringerNature. ISBN 978-3-030-04954-6.
  12. ^ Moeyersons, J. and colleagues (2006). "Age and backfill/overfill stratigraphy of two tufa dams, Tigray Highlands, Ethiopia: Evidence for Late Pleistocene and Holocene wet conditions". Palaeogeography, Palaeoclimatology, Palaeoecology. 230 (1–2): 162–178. Bibcode:2006PPP...230..165M. doi:10.1016/j.palaeo.2005.07.013.
  13. ^ Description of trekking routes in Dogu'a Tembien. In: Geo-trekking in Ethiopia's Tropical Mountains - The Dogu'a Tembien District. SpringerNature. 2019. ISBN 978-3-030-04954-6.
  14. ^ Public GPS traces tagged with nyssen-jacob-frankl | OpenStreetMap

river, river, nile, basin, rising, mountains, dogu, tembien, northern, ethiopia, flows, southward, empty, finally, giba, tekezé, river, atithe, river, near, confluence, with, zegzegmay, river, dogu, tembienetymologyafter, homonymous, villagelocationcountryethi. The May Be ati is a river of the Nile basin Rising in the mountains of Dogu a Tembien in northern Ethiopia it flows southward to empty finally in the Giba and Tekeze River 1 May Be atiThe May Be ati River near its confluence with May ZegzegMay Be ati River in Dogu a TembienEtymologyAfter the homonymous villageLocationCountryEthiopiaRegionTigray RegionDistrict woreda Dogu a TembienPhysical characteristicsSourceGemgema locationHalah in Ayninbirkekin municipality elevation2 300 m 7 500 ft 2nd source locationMay Be ati in Ayninbirkekin municipalityMouthMay Zegzeg River locationInda Merue at the border of Mika el Abiy and Haddinnet municipalities coordinates13 36 50 N 39 13 34 E 13 614 N 39 226 E 13 614 39 226 elevation1 970 m 6 460 ft Length7 3 km 4 5 mi Width average10 m 33 ft Basin featuresRiver systemSeasonal permanent riverWaterfallsTsigabaBridgesGemgema footbridge in HalahTopographyMountains and deep gorges View on May Be ati catchment in the forested gorge the river is called Gemgema and in the middle plain it is called TsigabaThe river in the radial drainage network of Dogu a TembienContents 1 Characteristics 2 Flash floods and flood buffering 2 1 Physical and biological measures in the catchment 2 2 Check dam construction 2 3 Check dams and subsurface dams 2 4 Spate irrigation on exclosures 3 Boulders and pebbles in the river bed 4 Trekking along the river 5 See also 6 ReferencesCharacteristics editThe May Be ati is a confined ephemeral river with an average slope gradient of 45 metres per kilometre With its tributaries the river has cut a deep gorge 2 Flash floods and flood buffering editRunoff mostly happens in the form of high runoff discharge events that occur in a very short period called flash floods These are related to the steep topography often little vegetation cover and intense convective rainfall The peaks of such flash floods have often a 50 to 100 times larger discharge than the preceding baseflow 2 The magnitude of floods in this river has however been decreased due to interventions in the catchment In May Be ati the effect of such interventions has also been monitored Physical and biological measures in the catchment edit At Gemgema May Be ati and on other steep slopes exclosures have been established the dense vegetation largely contributes to enhanced infiltration less flooding and better baseflow 3 Physical conservation structures such as stone bunds 4 5 and check dams also intercept runoff 6 7 In the May Be ati exclosure more than 1000 precise measurements were done in 2003 and 2004 using 15 runoff plots where the volume of runoff was measured daily The rock type Antalo Limestone slope gradient and slope aspect were the same the only difference was the land management and vegetation density Whereas in degraded rangeland 35 of the rainfall flows directly away to the river runoff coefficient this happens only for 13 4 of the rain in a recent exclosure and 1 7 in an old exclosure For sake of comparison the adjacent May Be ati church forest has a runoff coefficient of only 0 1 3 Check dam construction edit nbsp Discharge measurement in upper May Be atiThe effects of check dams on runoff response have been studied at Addi Qolqwal in the upper catchment of this river near the road on soils derived from Amba Aradam Sandstone An increase of hydraulic roughness by check dams and water transmission losses in deposited sediments are responsible for the delay of runoff to reach the lower part of the river channels The reduction of peak runoff discharge was larger in the torrent with check dams and vegetation minus 12 than in that without treatment minus 5 5 Reduction of total runoff volume was also larger in the torrent with check dams minus 18 than in the untreated torrent minus 4 The implementation of check dams combined with vegetation reduced peak flow discharge and total runoff volume as large parts of runoff infiltrated in the sediments deposited behind the check dams As gully check dams are implemented in a large areas of northern Ethiopia this contributes to groundwater recharge and increased river baseflow 8 Check dams and subsurface dams edit The most common structure to control gullies in this catchment is the check dam However there are several problems with collapsing check dams even if they are built in a correct way using well shaped stones and having spillway and apron One problem is in the Vertisol areas such as near May Be ati village in the upper catchment sometimes the check dam stands intact and the water creates a new gully around it The reasons are the cracks occurring in Vertisols the water that accumulates behind the dam will start flowing through the cracks it will round the dam and create an underground tunnel that becomes wider and wider until collapse To control this simple and cheap subsurface dams were implemented around 2010 Trenches 2 5 meter deep and 25 meter long were excavated at both sides of a check dams and a heavy plastic sheet geomembrane inserted vertically after which the trench was filled with soil The plastic sheet prevents water from flowing underground through the cracks No more bypass occurs and the water table is raised 9 nbsp Check dam in the May Be ati headwaters towards left and right a geomembrane has been insterted what leads to an increase of the water table hence the greenness in the gully bottom nbsp Check dam with subsurface damSpate irrigation on exclosures edit The effectiveness of exclosures could be enhanced by supplementing additional water to the short and erratic rain The effects of such spate irrigation on species diversity stocking and ring width growth of trees was evaluated in two exclosures Addi Qolqwal and May Be ati in the catchment of May Be ati River The runoff diversion from the gully channel towards the regenerating forest was done with trenches dug at different locations to enhance an even runoff water distribution over the exclosures The exclosure in May Be ati was irrigated in 2005 while the Addi Qolqwal exclosure was irrigated from 2012 onwards but monitored from 2014 to 2016 The volume of irrigation water from surface runoff applied is of the same order of magnitude as the direct rainfall on the site Trees in the irrigated exclosure have greater species diversity and show better growth Particularly during the peak rainy season when there is excess water in Dogu a Tembien that cannot be used for crop irrigation spate irrigation towards woody vegetation can be an important buffer for peak runoff discharges and if largely applied it can reduce floods in the downstream areas 10 Boulders and pebbles in the river bed editBoulders and pebbles encountered in the river bed can originate from any location higher up in the catchment In the uppermost stretches of the river only rock fragments of the upper lithological units will be present in the river bed whereas more downstream one may find a more comprehensive mix of all lithologies crossed by the river From upstream to downstream the following lithological units occur in the catchment 11 Upper basalt Interbedded lacustrine deposits Lower basalt Amba Aradam Formation Antalo Limestone Quaternary freshwater tufa 12 Trekking along the river editTrekking routes have been established across and along this river 13 The tracks are not marked on the ground but can be followed using downloaded GPX files 14 Trek routes 13 and 13V cross the river and its catchment See also editList of Ethiopian riversReferences edit Jacob M and colleagues 2019 Geo trekking map of Dogu a Tembien 1 50 000 In Geo trekking in Ethiopia s Tropical Mountains The Dogu a Tembien District SpringerNature ISBN 978 3 030 04954 6 a b Amanuel Zenebe and colleagues 2019 The Giba Tanqwa and Tsaliet rivers in the headwaters of the Tekezze basin In Geo trekking in Ethiopia s Tropical Mountains The Dogu a Tembien District SpringerNature doi 10 1007 978 3 030 04955 3 14 ISBN 978 3 030 04954 6 a b Descheemaeker K and colleagues 2006 Runoff on slopes with restoring vegetation A case study from the Tigray highlands Ethiopia Journal of Hydrology 331 1 2 219 241 doi 10 1016 j still 2006 07 011 hdl 1854 LU 378900 Nyssen Jan Poesen Jean Gebremichael Desta Vancampenhout Karen d Aes Margo Yihdego Gebremedhin Govers Gerard Leirs Herwig Moeyersons Jan Naudts Jozef Haregeweyn Nigussie Haile Mitiku Deckers Jozef 2007 Interdisciplinary on site evaluation of stone bunds to control soil erosion on cropland in Northern Ethiopia Soil and Tillage Research 94 1 151 163 doi 10 1016 j still 2006 07 011 hdl 1854 LU 378900 Gebeyehu Taye and colleagues 2015 Evolution of the effectiveness of stone bunds and trenches in reducing runoff and soil loss in the semi arid Ethiopian highlands Zeitschrift fur Geomorphologie 59 4 477 493 doi 10 1127 zfg 2015 0166 Nyssen J Veyret Picot M Poesen J Moeyersons J Haile Mitiku Deckers J Govers G 2004 The effectiveness of loose rock check dams for gully control in Tigray Northern Ethiopia Soil Use and Management 20 55 64 doi 10 1111 j 1475 2743 2004 tb00337 x Etefa Guyassa and colleagues 2017 Effects of check dams on runoff characteristics along gully reaches the case of Northern Ethiopia Journal of Hydrology 545 1 299 309 doi 10 1016 j jhydrol 2016 12 019 hdl 1854 LU 8518957 Etefa Guyassa and colleagues 2017 Effects of check dams on runoff characteristics along gully reaches the case of Northern Ethiopia Journal of Hydrology 545 299 309 doi 10 1016 j jhydrol 2016 12 019 hdl 1854 LU 8518957 Frankl A and colleagues 2016 Integrated solutions for combating gully erosion in areas prone to soil piping innovations from the drylands of Northern Ethiopia Land Degradation amp Development 27 8 1797 1804 doi 10 1002 ldr 2301 Walraevens K and colleagues 2019 Hydrological context of water scarcity and storage on the mountain ridges in Dogu a Tembien In Geo Trekking in Ethiopia s Tropical Mountains the Dogu a Tembien District SpringerNature ISBN 978 3 030 04954 6 Sembroni A Molin P Dramis F 2019 Regional geology of the Dogu a Tembien massif In Geo trekking in Ethiopia s Tropical Mountains The Dogu a Tembien District SpringerNature ISBN 978 3 030 04954 6 Moeyersons J and colleagues 2006 Age and backfill overfill stratigraphy of two tufa dams Tigray Highlands Ethiopia Evidence for Late Pleistocene and Holocene wet conditions Palaeogeography Palaeoclimatology Palaeoecology 230 1 2 162 178 Bibcode 2006PPP 230 165M doi 10 1016 j palaeo 2005 07 013 Description of trekking routes in Dogu a Tembien In Geo trekking in Ethiopia s Tropical Mountains The Dogu a Tembien District SpringerNature 2019 ISBN 978 3 030 04954 6 Public GPS traces tagged with nyssen jacob frankl OpenStreetMap Retrieved from https en wikipedia org w index php title May Be 27ati River amp oldid 1192588785, wikipedia, wiki, book, books, library,

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