In unit hydrograph correlations the number of degrees of freedom which it is useful to maintain in the form of the instantaneous unit hydrograph is shown to be limited by the number of significant independent correlations with the catchment characteristics. The moments of the instantaneous unit hydrograph are suggested as a series of parameters of the response, for which correlations should be sought. A simple method of obtaining these moments is evolved, and a method of choosing, in any given case, between several two-parameter forms is demonstrate
CER67-68RND14.September 1967.Includes bibliographical references (pages 113-117).The time-intensity ...
The report by the Committee on Surface Water Hydrology of the American Society of Civil Engineers (A...
International audienceThe two-parameter Weibull distribution (2PWD), similar to an instantaneous uni...
Abstract. Unit hydrograph identification by the parametric approach is based on the assumption of a ...
The effects of rainfall intensity distribution on runoff hydrographs were studied for 89 watersheds,...
To apply the unit-graph principle on an ungaged a rea, a representative unit graph for the watershe...
Several methods for synthetic unit hydrographs are available in the literature. Most of them involve...
[1] The unit hydrograph (UH) concept and model have been widely used in the hydrological field over ...
This Study presents a procedure of deriving coefficients of Snyder's synthetic unit hydrograph (UHG ...
A geomorphologic instantaneous unit hydrograph (IUH) consists of two components, one relevant to the...
Despite the availability of a number of sophisticated hydrologic models, the unit hydrograph (UH) is...
The sampling properties of three types of correlation coefficients are examined critically with refe...
238 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1982.By using geomorphologic param...
The analysis of about 240 flood hydrographs of 29 small watersheds on the island of Oahu, Hawaii, sh...
Traditionally used methods for developing a synthetic unit hydrograph (SUH) are well known for their...
CER67-68RND14.September 1967.Includes bibliographical references (pages 113-117).The time-intensity ...
The report by the Committee on Surface Water Hydrology of the American Society of Civil Engineers (A...
International audienceThe two-parameter Weibull distribution (2PWD), similar to an instantaneous uni...
Abstract. Unit hydrograph identification by the parametric approach is based on the assumption of a ...
The effects of rainfall intensity distribution on runoff hydrographs were studied for 89 watersheds,...
To apply the unit-graph principle on an ungaged a rea, a representative unit graph for the watershe...
Several methods for synthetic unit hydrographs are available in the literature. Most of them involve...
[1] The unit hydrograph (UH) concept and model have been widely used in the hydrological field over ...
This Study presents a procedure of deriving coefficients of Snyder's synthetic unit hydrograph (UHG ...
A geomorphologic instantaneous unit hydrograph (IUH) consists of two components, one relevant to the...
Despite the availability of a number of sophisticated hydrologic models, the unit hydrograph (UH) is...
The sampling properties of three types of correlation coefficients are examined critically with refe...
238 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1982.By using geomorphologic param...
The analysis of about 240 flood hydrographs of 29 small watersheds on the island of Oahu, Hawaii, sh...
Traditionally used methods for developing a synthetic unit hydrograph (SUH) are well known for their...
CER67-68RND14.September 1967.Includes bibliographical references (pages 113-117).The time-intensity ...
The report by the Committee on Surface Water Hydrology of the American Society of Civil Engineers (A...
International audienceThe two-parameter Weibull distribution (2PWD), similar to an instantaneous uni...