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dc.contributor.advisorMortula, Maruf
dc.contributor.advisorAtabay, Serter
dc.contributor.authorHussien, Heba
dc.date.accessioned2015-10-14T09:11:20Z
dc.date.available2015-10-14T09:11:20Z
dc.date.issued2015-05
dc.identifier.other35.232-2015.42
dc.identifier.urihttp://hdl.handle.net/11073/8045
dc.descriptionA Master of Science thesis in Civil Engineering by Heba Hussien entitled, "Water Quality Modeling of Dubai Creek using HEC-RAS," submitted in May 2015. Thesis advisor is Dr. Maruf Mortula and thesis co-advisor is Dr. Serter Atabay. Soft and hard copy available.en_US
dc.description.abstractThe quality of the water resources is facing threats because of the continuous urbanization. This increase in human activities around the coastal areas changed the water quality, affecting the aquatic ecosystem. Eutrophication occurs when high levels of nutrients cause algal bloom. The water quality modeling can be a useful tool for assessing water bodies. Dubai Creek can be defined as a tidal marine water body located in Dubai, UAE. As Dubai witnessed a rapid urbanization in recent years, the creek has been detrimentally affected. The objective of this study was to develop a hydrodynamic model coupled with water quality model for the Dubai Creek to assess and understand the processes affecting the creek. A 1D hydrodynamic model of the Dubai Creek was constructed using the HEC-RAS software, and it was coupled with a water quality model to evaluate the amount, source and distribution of algae, dissolved oxygen, nitrate and orthophosphate. The hydrodynamic model was calibrated using historical water levels along the creek, and the water quality model was calibrated and validated for the targeted parameters by comparing them with the available data. The model results showed an increase in the algae from the Creek Mouth station to Sanctuary station, and the nutrients showed high concentrations in the STP Outfall station. However, dissolved oxygen had the highest concentration recorded in the Creek Mouth station and the lowest in Wharfage station. The different scenarios were also investigated, and the result showed that changing the algae concentration in Sanctuary station didn't impact the creek stations except STP Outfall recorded 0.0024 mg/L of algae. On the other hand, utilizing nitrate at 2 mg/L in STP Outfall showed a reduction the nitrate concentration along the creek.en_US
dc.description.sponsorshipCollege of Engineeringen_US
dc.description.sponsorshipDepartment of Civil Engineeringen_US
dc.language.isoen_USen_US
dc.relation.ispartofseriesMaster of Science in Civil Engineering (MSCE)en_US
dc.subject1D modelen_US
dc.subjectHydrodynamic modelingen_US
dc.subjectWater quality modelingen_US
dc.subjectDubai Creeken_US
dc.subjectHydrologic Engineering Center- River Analysis System (HEC-RAS)en_US
dc.subjectHEC-RASen_US
dc.subject.lcshHydrodynamicsen_US
dc.subject.lcshEutrophicationen_US
dc.subject.lcshUnited Arab Emiratesen_US
dc.subject.lcshDubayy (Emirate)en_US
dc.subject.lcshWater qualityen_US
dc.titleWater Quality Modeling of Dubai Creek using HEC-RASen_US
dc.typeThesisen_US


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