Show simple item record

dc.contributor.authorAl-Hadithi, Adai Hardan.
dc.creatorAl-Hadithi, Adai Hardan.en_US
dc.date.accessioned2011-11-28T14:01:02Z
dc.date.available2011-11-28T14:01:02Z
dc.date.issued1976en_US
dc.identifier.urihttp://hdl.handle.net/10150/191639
dc.description.abstractThe Iraqi Government is seriously considering the construction of a dam on the Euphrates River near the town of Haditha to better control water for irrigation on the Mesopotamian Plain, to generate hydropower and to alleviate flooding. The objective of the present study was to estimate the magnitude of possible losses from the reservoir due to seepage and evaporation. To estimate the water balance for the reservoir, all components must be estimated. Inflow was estimated based on the historical flow regime of the river but adjusted for the water requirements upstream in Syria and Turkey. Evaporation from the reservoir was estimated from pan evaporation data. Seepage losses were estimated by the Green and Ampt approach for infiltration. Complexity of the reservoir bed soil and limited data allowed only rough estimates of the water balance components. Annual expected evaporation losses from the reservoir was estimated to be 1.47 km³. The estimated seepage from the reservoir averages 0.47 km³/year for 11.5 years. Therefore, about 14% of inflow to the reservoir will be lost through seepage and evaporation for the first decade of operation. Further hydrological and geological studies are required before the feasibility of the project can be accurately assessed.
dc.language.isoenen_US
dc.publisherThe University of Arizona.en_US
dc.rightsCopyright © is held by the author. Digital access to this material is made possible by the University Libraries, University of Arizona. Further transmission, reproduction or presentation (such as public display or performance) of protected items is prohibited except with permission of the author.en_US
dc.subjectmaps
dc.subject.lcshHydrology.en_US
dc.subject.lcshReservoirs -- Iraq.en_US
dc.titleEstimated water balance for the proposed Haditha reservoir on the Euphrates River in Iraqen_US
dc.typeThesis-Reproduction (electronic)en_US
dc.typetexten_US
dc.typemaps
dc.contributor.chairEvans, Daniel D.en_US
dc.identifier.oclc212628573en_US
thesis.degree.grantorUniversity of Arizonaen_US
thesis.degree.levelmastersen_US
thesis.degree.disciplineHydrology and Water Resourcesen_US
thesis.degree.disciplineGraduate Collegeen_US
thesis.degree.nameM.S.en_US
dc.description.notehydrology collectionen_US
refterms.dateFOA2018-06-28T03:44:53Z
html.description.abstractThe Iraqi Government is seriously considering the construction of a dam on the Euphrates River near the town of Haditha to better control water for irrigation on the Mesopotamian Plain, to generate hydropower and to alleviate flooding. The objective of the present study was to estimate the magnitude of possible losses from the reservoir due to seepage and evaporation. To estimate the water balance for the reservoir, all components must be estimated. Inflow was estimated based on the historical flow regime of the river but adjusted for the water requirements upstream in Syria and Turkey. Evaporation from the reservoir was estimated from pan evaporation data. Seepage losses were estimated by the Green and Ampt approach for infiltration. Complexity of the reservoir bed soil and limited data allowed only rough estimates of the water balance components. Annual expected evaporation losses from the reservoir was estimated to be 1.47 km³. The estimated seepage from the reservoir averages 0.47 km³/year for 11.5 years. Therefore, about 14% of inflow to the reservoir will be lost through seepage and evaporation for the first decade of operation. Further hydrological and geological studies are required before the feasibility of the project can be accurately assessed.


Files in this item

Thumbnail
Name:
azu_td_hy_e9791_1976_338_sip1_w.pdf
Size:
2.733Mb
Format:
PDF
Description:
Thesis
Thumbnail
Name:
azu_td_E9791_1976_338_map1_m.jpg
Size:
3.128Mb
Format:
JPEG image
Description:
Figure 4. Diagrams of Water Stage ...
Thumbnail
Name:
azu_td_E9791_1976_338_map2_m.jpg
Size:
5.352Mb
Format:
JPEG image
Description:
Figure 6. Hydrographs of the ...

This item appears in the following Collection(s)

Show simple item record