Loss functions for structural flood mitigation measures

Citation
C. Berning et al., Loss functions for structural flood mitigation measures, WATER SA, 27(1), 2001, pp. 35-38
Citations number
7
Categorie Soggetti
Environment/Ecology
Journal title
WATER SA
ISSN journal
03784738 → ACNP
Volume
27
Issue
1
Year of publication
2001
Pages
35 - 38
Database
ISI
SICI code
0378-4738(200101)27:1<35:LFFSFM>2.0.ZU;2-I
Abstract
The paper aims at discussing the methodology used to develop loss functions for flood mitigation measures, using historic data of flood damage to infr astructure. The main determinants of the extent of damage are the size of t he flood and the length of the infrastructure within the boundaries of the flood-line. In regression analysis, flood peak was used as the independent variable in the Cobb-Douglas functions to depict the relationship between d amage and flood peak. The Mfolozi flood-plain in Northern KwaZulu-Natal ser ved as the study area. Loss functions for infrastructure, for ex ante estim ation of damage to infrastructure, were developed for inclusion in a flood damage simulation model (FLODSIM) developed by the Department of Agricultur al Economics of the University of the Orange Free State in collaboration wi th the Water Research Commission. Loss functions were determined for spillw ays, levees, tramlines. public roads, drains and bridges.