Prediction of extreme runoff frequency events in southern California
by Willardson, Bennington J., Ph.D., UNIVERSITY OF SOUTHERN CALIFORNIA, 2011, 285 pages; 3478069

Abstract:

The prediction of extreme runoff events has significant risk and financial implications when dealing with hydraulic infrastructure. This is especially true in highly urbanized areas such as Southern California. Two methods for determining extreme runoff exist: extrapolation of existing runoff data using extreme event probability distributions, or hydrologic modeling using design rainfall events and watershed characteristics to generate an estimate of the extreme runoff event.

This research investigates both methods to evaluate usefulness and limitations in providing guidance for risk and financial analysis. Design of levees and flood protection channels often focuses on providing protection from events with a 50- to 100-year recurrence interval. In many areas of the country, stream gage record sets do not contain records of this length. The effects of record length, probability distribution selection, and the method of parameter estimation are evaluated to determine the impacts on prediction of the extreme runoff event used for levee and channel design.

Design storms are often used with hydrologic models to predict runoff for events larger than those measured through systematic stream gaging. The Probable Maximum Precipitation (PMP) - Probable Maximum Flood (PMF) methodology is widely used. This research evaluates the use of this standard on design for major hydraulic structures such as dam spillways within Southern California. Two standard PMP methodologies are evaluated based on rain gage frequency analysis within Los Angeles County. The effects of soils, watershed characteristics, and wild fire on extreme runoff events are also evaluated using Monte Carlo Simulation of 27 watersheds within the County.

The Monte Carlo Simulations evaluates two design storms, two soil loss methodologies, and the effects of fire within a watershed. The structure and development of the model will be discussed, as well as the results for the different cases in determining extreme runoff events. Conclusions will be drawn regarding prediction of extreme runoff events in Southern California.

 
AdvisersJin-Jenn Lee; Iraj Nasseri
SchoolUNIVERSITY OF SOUTHERN CALIFORNIA
SourceDAI/B 73-01, p. , Nov 2011
Source TypeDissertation
SubjectsHydrologic sciences; Water resources management; Environmental engineering
Publication Number3478069
Adobe PDF Access the complete dissertation:
 

» Find an electronic copy at your library.
  Use the link below to access a full citation record of this graduate work:
  http://gateway.proquest.com/openurl%3furl_ver=Z39.88-2004%26res_dat=xri:pqdiss%26rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation%26rft_dat=xri:pqdiss:3478069
  If your library subscribes to the ProQuest Dissertations & Theses (PQDT) database, you may be entitled to a free electronic version of this graduate work. If not, you will have the option to purchase one, and access a 24 page preview for free (if available).

About ProQuest Dissertations & Theses
With over 2.3 million records, the ProQuest Dissertations & Theses (PQDT) database is the most comprehensive collection of dissertations and theses in the world. It is the database of record for graduate research.

The database includes citations of graduate works ranging from the first U.S. dissertation, accepted in 1861, to those accepted as recently as last semester. Of the 2.3 million graduate works included in the database, ProQuest offers more than 1.9 million in full text formats. Of those, over 860,000 are available in PDF format. More than 60,000 dissertations and theses are added to the database each year.

If you have questions, please feel free to visit the ProQuest Web site - http://www.proquest.com - or call ProQuest Hotline Customer Support at 1-800-521-3042.