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<title>Irrigation Engineering</title>
<link>http://ir.haramaya.edu.et//hru/handle/123456789/73</link>
<description/>
<pubDate>Thu, 09 Apr 2026 04:04:04 GMT</pubDate>
<dc:date>2026-04-09T04:04:04Z</dc:date>
<item>
<title>EFFECT OF DRIP LATERAL SPACING ON WATER PRODUCTIVITY  AND ONION YIELD (ALLIUM CEPA L.)  AT RARE, HARAMAYA  UNIVERSITY, EAST HARARGHE ZONE, ETHIOPIA</title>
<link>http://ir.haramaya.edu.et//hru/handle/123456789/8310</link>
<description>EFFECT OF DRIP LATERAL SPACING ON WATER PRODUCTIVITY  AND ONION YIELD (ALLIUM CEPA L.)  AT RARE, HARAMAYA  UNIVERSITY, EAST HARARGHE ZONE, ETHIOPIA
MUSTAFA KEDIR HAJI; Dr.Degnent sultan (PhD)
Drip irrigation or trickle irrigation is a type of micro-irrigation system that has the potential &#13;
to save water and nutrients by allowing water to drip slowly to the roots of plants, either from &#13;
above the soil surface or buried below the surface. Field experiment was conducted at &#13;
Haramaya University to evaluate Effect of Drip lateral spacing on Water Productivity and &#13;
Onion yield (Allium cepa L.) at rare, Haramaya University, East Hararghe Zone, Ethiopia the &#13;
experiment was laid out in completely randomized block plot design. After the installation of &#13;
drip irrigation system, the hydraulic characteristics of the drippers that were determined &#13;
include emitter flow rate, emitter flow variation, and uniformity coefficient, coefficient of &#13;
variation and emission uniformity. Water application uniformity test of irrigation system was &#13;
determined for drip lateral spacing in every row and lateral spacing between two rows at the &#13;
beginning and end of the experiment. Drip irrigation spacing (100cm, 50cm, 30cm, 25 and &#13;
20cm) the lateral spacing were arranged with four blocks. The highest seasonal water &#13;
requirement of onion was 426.9 mm at 100% ETc under every drip irrigation spacing. The &#13;
analysis of variance revealed that there was significant (p&lt;0.05) difference in yield among &#13;
treatments and the highest yield (37.26t/ha) was obtained from drip irrigation of lateral &#13;
spacing with 20cm of ETc application and while the lowest (29.61 t/ha) was obtained from &#13;
plots treated 100cm treatment. The highest (4.14kg/m3) and the lowest (1.54kg/m3) water &#13;
productivity were recorded from the plots treated with drip irrigation at 100cm and drip &#13;
irrigation at 20cm treatments, respectively. In terms of water productivity and natural &#13;
resource scarcity, irrigating with drip irrigation system with 30cm spacing can be &#13;
recommended for production of onion production.
94
</description>
<pubDate>Fri, 01 Mar 2024 00:00:00 GMT</pubDate>
<guid isPermaLink="false">http://ir.haramaya.edu.et//hru/handle/123456789/8310</guid>
<dc:date>2024-03-01T00:00:00Z</dc:date>
</item>
<item>
<title>COMPARISON OF SOIL MOISTURE SIMULATION TECHNIQUES IN EERER SUB-BASIN, WABI-SHEBELE RIVER BASIN, ETHIOPIA</title>
<link>http://ir.haramaya.edu.et//hru/handle/123456789/8191</link>
<description>COMPARISON OF SOIL MOISTURE SIMULATION TECHNIQUES IN EERER SUB-BASIN, WABI-SHEBELE RIVER BASIN, ETHIOPIA
Ayela Tade Ararsa; ( Assis Prof ) Negash Tessema
Soil Moisture is a key component of the hydrological cycle and plays a crucial role in agricul-&#13;
tural productivity, water resources management, and ecosystem health. The present study aims&#13;
to simulate soil moisture using a SWAT semi-distributed hydrological model and Landsat 8&#13;
satellite images with a Thermal Optical Trapezoid Model (TOTRAM) in the Eerer Sub-basin,&#13;
Wabi Shebele River Basin, Ethiopia. The Soil Water Assessment Tool (SWAT) was used to ex-&#13;
amine the components of its water balance in both space and time. The parameters of Curve&#13;
Number, Alpha base flow, groundwater delay, return flow threshold depth, and soil evaporation&#13;
composition factor were shown to be sensitive for stream flow modeling based on the Global&#13;
Sensitivity Analyses.Calibration and validation of SWAT using stream flow data to enable the&#13;
water balance components such as soil moisture. Temporally the amount of rain fall in 2014,&#13;
2015, 2016, 2017, 2018, 2019, 2020, 2021, 2022 were 824.80mm, 781.65mm, 766.77mm,&#13;
464.71mm, 614.72mm, 864.55mm, 917.91mm, 834.05mm and 521.17mm which respons&#13;
116.23mm, 93.73mm, 72.04mm, 64.50mm, 74.12mm, 102.14mm, 124.37mm, 105.98mm,and&#13;
67.23mm soil moisture respectively. Spatially the highest soil moisture was observed in Eastern,&#13;
Northwestern and the lowest soil moisture was observed in Northern and Southern part of the&#13;
watershed. This study intended to apply the optical and thermal remote sensing data for esti-&#13;
mating soil moisture in the Eerer sub-basin. Monthly simulation of stream flow modeling during&#13;
the calibration with the SUFI2 algorithm provides a good result with a Nash Sutcliffe Efficiency&#13;
(NSE) of 0.8 and R2 of 0.82. Besides stream flow data the SWAT model soil moisture product&#13;
was validated by in situ soil moisture content performs well having NSE (0.56), R2 (0.80), RMSE&#13;
(0.23), and PBIAS (-0.63). TOTRAM-based soil moisture estimates provide an overall perfor-&#13;
mance of NSE, R2, RMSE, and PBIAS values of 0.64, 0.79, 0.039, and 22.52 respectively. The&#13;
result indicates that validation of SWAT and TOTRAM models with in situ soil moisture data&#13;
leads to acceptable accuracy with 0.031 cm3 cm-3, and 0.022 cm3 cm-3 standard errors respec-&#13;
tively. The overall result indicates that the Landsat 8 image has a higher potential to simulate&#13;
soil moisture comparable with Theta Prope
114p.
</description>
<pubDate>Sun, 01 Dec 2024 00:00:00 GMT</pubDate>
<guid isPermaLink="false">http://ir.haramaya.edu.et//hru/handle/123456789/8191</guid>
<dc:date>2024-12-01T00:00:00Z</dc:date>
</item>
<item>
<title>ASSESSMENT OF LAND SUITABILITY AND IRRIGATION WATER POTENTIAL IN  KERSA WATERSHED, WABESHEBELLE RIVER BASIN, ETHIOPIA</title>
<link>http://ir.haramaya.edu.et//hru/handle/123456789/8154</link>
<description>ASSESSMENT OF LAND SUITABILITY AND IRRIGATION WATER POTENTIAL IN  KERSA WATERSHED, WABESHEBELLE RIVER BASIN, ETHIOPIA
HUSSEN BEKER YUSUF; Arus Edo Harka (Assistant Professor)
Ethiopia faces droughts due to population growth, water resource imbalances, and land &#13;
degradation. Inadequate irrigation technology hinders food security and income. Kersa &#13;
Watershed's irrigated agriculture lacks sustainability and suitable locations. Assessing &#13;
feasibility, taking into account land and water resources, and creating maps are all critical. The &#13;
study was to evaluate the land suitability and irrigation potential for surface irrigation &#13;
development in the Kersa watershed using the analytic hierarchy process. Multiple factors which &#13;
affect irrigated agriculture productivity such as elevation, slope, soil, LULC, and distance to &#13;
source were considered and each physical parameter was mapped with the use of ArcGIS 10.4.1. &#13;
All factors were measured to obtain the overall suitability and reclassified according to FAO &#13;
guidelines. The overall suitability for surface irrigation potential was determined through an &#13;
analytic hierarchy process and weighted overlay analysis with the aid of a model builder in &#13;
ArcGIS 10.4.1. Accordingly, about 56.83% of the slope of the catchment, 92.56% of elevation,&#13;
87.60% of soil depth, 100% of texture, 84% of drainage, 85% of distance to source, 99.92% of &#13;
LULC was highly to marginally suitable for surface irrigation. The overall weighted overlay of &#13;
all parameter results revealed that 97.13% (58,481.1 ha) of the potential irrigable lands in the &#13;
watershed were in the range of highly suitable to marginally suitable, and 2.87% (1725.87 ha)&#13;
were unsuitable for surface irrigation. The gross irrigation water requirement, crop water &#13;
requirement, and irrigation requirement of Maize and sorghum are estimated per decade with &#13;
the use of the CROPWAT8.0 model. The result has shown that irrigation requirements of the &#13;
identified command area vary according to the nearby climatic stations and the type of crops &#13;
selected. The discharges at un-gauged sites were estimated from gauged sites by applying the &#13;
runoff coefficient method and results were obtained monthly. By comparing the gross irrigation &#13;
demand of irrigable land with the available flow in rivers, a gross irrigation demand of &#13;
potentially irrigable land of 58,481.1 ha is not fulfilled with the present flow, so providing a &#13;
means of water storage above the potential command area is necessary. The current study &#13;
considered only seven factors, but other suitability factors like socioeconomics, environmental &#13;
issues, method of irrigation, and other relevant parameters should be studied for a detailed &#13;
assessment of irrigation development in the study area.
99
</description>
<pubDate>Mon, 01 Apr 2024 00:00:00 GMT</pubDate>
<guid isPermaLink="false">http://ir.haramaya.edu.et//hru/handle/123456789/8154</guid>
<dc:date>2024-04-01T00:00:00Z</dc:date>
</item>
<item>
<title>ASSESSMENT OF GROUNDWATER POTENTIAL AND RECHARGE ZONES IN ERER SUB-BASIN, WABESHEBELLE RIVER BASIN, ETHIOPIA</title>
<link>http://ir.haramaya.edu.et//hru/handle/123456789/7973</link>
<description>ASSESSMENT OF GROUNDWATER POTENTIAL AND RECHARGE ZONES IN ERER SUB-BASIN, WABESHEBELLE RIVER BASIN, ETHIOPIA
Kibebew Damtew
Groundwater is a valuable and important natural resource for humankind for drinking,&#13;
industrialization and irrigation in present day, but the availability is reduced gradually&#13;
due to over exploitation and lack of management. However, identifying the groundwater&#13;
potential zones in certain areas of Ethiopia is still challenging in terms of time and cost for&#13;
resolving water scarcity problems and the management system of groundwater. The broad aim&#13;
of this study was to assess of groundwater potential and recharge zones using integrated&#13;
approach of Geographical Information System (GIS) and Remote Sensing (RS) Technologies&#13;
with Analytic Hierarchy Process in Erer Sub-Basin, Wabeshebelle River Basin. Nine&#13;
parameters (lithology, geomorphology, slope, lineament density, topographic wetness index,&#13;
land use/cover, rainfall, drainage density, and soil) that affect groundwater potential and&#13;
recharge were identified based on theoretical selection criteria setting (frequency of usage,&#13;
criticalness of the factor and ease/difficult of data access) according to their significant role in&#13;
groundwater occurrence. The thematic layers of lithology, geomorphology, slope, lineament&#13;
density, land use/cover, rainfall, topographic wetness index, drainage density, and soil were&#13;
prepared, with the weight assigned to each thematic layer of feature for developing the&#13;
groundwater potential and recharge zone map. The weights of each thematic layer were&#13;
determined by AHP method through Pairwise Comparison Matrix (PCM) and the reclassified&#13;
thematic maps were integrated by a weighted sum overlay analysis (WOA) tool in ArcGIS 10.4.1&#13;
to develop a groundwater potential and recharge zones map. Accordingly, the result&#13;
groundwater potential zone of the study is highly influenced by lithology (30.7%) and lineament&#13;
density (21.8%), whereas rainfall (30.7%) and lineament density (21.8%) highly influence the&#13;
groundwater recharge zone of the study area when compared with other factor. The result of&#13;
generated groundwater potential map has five reclassified classes namely: very high, high,&#13;
moderate, low and very low. The areas of very high groundwater potential are estimated to&#13;
cover 391.19 km2 (9.84% of the study area), high groundwater potential 1672.59 km2 (42.06%&#13;
of the study area), moderate potential 1216.65 km2 (30.6%), low potential 600.71 km2 (15.11%),&#13;
and very low potential 95.43 km2 (2.4%). It was also found that the groundwater recharge zones&#13;
has five reclassified classes namely; very high, high, moderate, low and very low. The areas of&#13;
very high groundwater recharge are estimated to cover 463.53 km2 (11.66% of the study area),&#13;
high recharge 1199.96 km2 (30.18%), moderate recharge 1661.07 km2 (41.77%), low recharge&#13;
546.72 km2 (13.75%), and very low recharge 105.30 km2 (2.65%). Finally, the groundwater&#13;
potential zone map was validated using the existing water source inventory point (pumping well&#13;
yield), and so most well yields are observed in the high and moderate GW potential zones in the&#13;
west and from the central to the south and southeast parts of the study area, respectively. This&#13;
indicated a good prediction accuracy of 89%. Thus, potential zones identified and delineated in&#13;
the Erer Sub-Basin, Wabeshebelle River Basin by the GIS and RS based multi-criteria decision&#13;
analysis technique are reliable.
129p.
</description>
<pubDate>Sat, 01 Jun 2024 00:00:00 GMT</pubDate>
<guid isPermaLink="false">http://ir.haramaya.edu.et//hru/handle/123456789/7973</guid>
<dc:date>2024-06-01T00:00:00Z</dc:date>
</item>
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