Zobrazeno 1 - 10
of 71
pro vyhledávání: '"David R. Dawdy"'
Publikováno v:
Water, Vol 9, Iss 6, p 441 (2017)
The use of site-calibrated models for predicting bedload transport in gravel-bed rivers remains relatively rare, despite advances in methodology and computing technology, and its notable advantages in terms of predictive accuracy. This article presen
Externí odkaz:
https://doaj.org/article/8b87fc7102d1463fb715cb3288b3940b
Publikováno v:
Stochastic Hydraulics 2000 ISBN: 9781003078630
Stochastic Hydraulics 2000
Stochastic Hydraulics 2000
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a46038df8a6c4e4abcd4f0faf1124ebf
https://doi.org/10.1201/9781003078630-73
https://doi.org/10.1201/9781003078630-73
Publikováno v:
Water; Volume 9; Issue 6; Pages: 441
Water, Vol 9, Iss 6, p 441 (2017)
Water, Vol 9, Iss 6, p 441 (2017)
The use of site-calibrated models for predicting bedload transport in gravel-bed rivers remains relatively rare, despite advances in methodology and computing technology, and its notable advantages in terms of predictive accuracy. This article presen
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::04a9735175341aa684391881def9d013
Autor:
David R. Dawdy, Wen C. Wang
Publikováno v:
International Journal of Sediment Research. 29:126-132
Existing resistance formulas produce a wide range of friction-factor estimates for gravel bed streams. The purpose of this paper is to develop a reliable resistance formula in terms of the Darcy-Weisbach friction factor f. Published data were screene
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::015bab942a7fde29b7df32e769e57e87
https://doi.org/10.1016/s1001-6279(14)60028-7
https://doi.org/10.1016/s1001-6279(14)60028-7
Publikováno v:
Journal of Hydrologic Engineering. 17:953-959
= maximum discharge; A = drainage area; andC = coefficient related to the region. O’Connell chose a valueof 0.5 for the exponent, assuming in the absence of sufficient datathat the relationship between discharge and area was parabolic(Dooge 1986).W
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::88b1b1b9f923da85f5f8316fe36ca60b
https://doi.org/10.1061/(asce)he.1943-5584.0000584
https://doi.org/10.1061/(asce)he.1943-5584.0000584
Autor:
Fred L. Ogden, David R. Dawdy
Publikováno v:
Journal of Hydrologic Engineering. 8:64-73
Runoff data were analyzed from the semihumid 21.2 km 2 Goodwin Creek Experimental Watershed ~GCEW! in northern Mississippi to examine watershed response over a range of scales. Runoff is monitored at the GCEW outlet and in 13 subcatchments, ranging i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0b86b4e573dc369deb7218fabc666c67
https://doi.org/10.1061/(asce)1084-0699(2003)8:2(64)
https://doi.org/10.1061/(asce)1084-0699(2003)8:2(64)
Autor:
David R. Dawdy, Vrro A. Vanoni
Publikováno v:
1986, Trends and Directions in Hydrology ISBN: 9781118782088
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b6bd74e1e14f893f94765bac4c01603e
https://doi.org/10.1002/9781118782088.ch7
https://doi.org/10.1002/9781118782088.ch7
Publikováno v:
Journal of Hydraulic Engineering. 125:657-660
The Parker-Klingeman (P-K) model is a state-of-the-art approach to prediction of gravel transport in river channels. This technical note describes the P-K model in simple terms and presents a practical method for local calibration of model constants
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3050bd6d410346d0266faccdab98051b
https://doi.org/10.1061/(asce)0733-9429(1999)125:6(657)
https://doi.org/10.1061/(asce)0733-9429(1999)125:6(657)
Publikováno v:
Hydrological Sciences Journal. 41:268-273
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3fcde6e003ce8519209bd639908baf50
https://doi.org/10.1080/02626669609491498
https://doi.org/10.1080/02626669609491498
Autor:
Vijay K. Gupta, David R. Dawdy
Publikováno v:
Water Resources Research. 31:2761-2767
Matalas et al. (1975) (MSW) found that the simulated values of flood peaks in a region using various common forms of flood frequency distributions did not reproduce the empirical skew statistics for 14 different regions covering the conterminous Unit
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8512ebd5c79b71f115b2c83797f8176c
https://doi.org/10.1029/95wr02078
https://doi.org/10.1029/95wr02078