Automatic Calibration of Water Quality and Hydrodynamic Model (CE-QUAL-W2)
General Material Designation
[Thesis]
First Statement of Responsibility
Nasim Shojaei
Subsequent Statement of Responsibility
Wells, Scott
.PUBLICATION, DISTRIBUTION, ETC
Name of Publisher, Distributor, etc.
Portland State University
Date of Publication, Distribution, etc.
2014
PHYSICAL DESCRIPTION
Specific Material Designation and Extent of Item
107
GENERAL NOTES
Text of Note
Committee members: Berger, Chris; Talke, Stefan; Wells, Scott
NOTES PERTAINING TO PUBLICATION, DISTRIBUTION, ETC.
Text of Note
Place of publication: United States, Ann Arbor; ISBN=978-1-321-18006-0
DISSERTATION (THESIS) NOTE
Dissertation or thesis details and type of degree
M.S.
Discipline of degree
Civil and Environmental Engineering
Body granting the degree
Portland State University
Text preceding or following the note
2014
SUMMARY OR ABSTRACT
Text of Note
One of the most important purposes of surface water resource management is to develop predictive models to assist in identifying and evaluating operational and structural measures for improving water quality. To better understand the effects of external and internal nutrient and organic loading and the effects of reservoir operation, a model is often developed, calibrated, and used for sensitivity and management simulations. The importance of modeling and simulation in the scientific community has drawn interest towards methods for automated calibration. This study addresses using an automatic technique to calibrate the water quality model CEQUAL-W2 (Cole and Wells, 2013). CE-QUAL-W2 is a two-dimensional (2D) longitudinal/vertical hydrodynamic and water quality model for surface water bodies, modeling eutrophication processes such as temperature-nutrient-algae-dissolved oxygen-organic matter and sediment relationships. The numerical method used for calibration in this study is the particle swarm optimization method developed by Kennedy and Eberhart (1995) and inspired by the paradigm of birds flocking. The objective of this calibration procedure is to choose model parameters and coefficients affecting temperature, chlorophyll a, dissolved oxygen, and nutrients (such as NH4, NO3, and PO4). A case study is presented for the Karkheh Reservoir in Iran with a capacity of more than 5 billion cubic meters that is the largest dam in Iran with both agricultural and drinking water usages. This algorithm is shown to perform very well for determining model parameters for the reservoir water quality and hydrodynamic model. Implications of the use of this procedure for other water quality models are also shown.
TOPICAL NAME USED AS SUBJECT
Civil engineering; Water Resource Management; Environmental engineering