Cleveland, T. G., Thompson, D. B., Fang, X., & Li, M. H. (2012). Establish Effective Lower Bounds of Watershed Slope for Traditional Hydrologic Methods (Report No. FHWA/TX¿12/0¿6382-1). Texas Tech University. Center for Multidisciplinary Research in Transportation. https://rosap.ntl.bts.gov/view/dot/25168
Cleveland, Theodore G., David B. Thompson, Xing Fang, and Ming-Han Li. Establish Effective Lower Bounds of Watershed Slope for Traditional Hydrologic Methods. Report no. FHWA/TX¿12/0¿6382-1. Texas Tech University. Center for Multidisciplinary Research in Transportation, 2012. https://rosap.ntl.bts.gov/view/dot/25168.
Cleveland, Theodore G., et al. Establish Effective Lower Bounds of Watershed Slope for Traditional Hydrologic Methods. Texas Tech University. Center for Multidisciplinary Research in Transportation, 2012, Report no. FHWA/TX¿12/0¿6382-1, ROSA P. https://rosap.ntl.bts.gov/view/dot/25168.
Equations to estimate timing parameters for a watershed contain watershed slope as a principal parameter and
;
estimates are usually inversely proportional to topographic slope. Hence as slope vanishes, the estimates approach
;
infinity. The research identified, from literature, data, modeling, and physical experiments, the dimensionless
;
topographic slope where “low-slope” behavior should be assumed.
;
Alternate timing equations based from parametric studies using the Diffusion Hydrodynamic Model (DHM) were
;
developed. A slope-offset approach was explored and is suggested as an adaptation of current technology. The
;
offset value suggested is 0.0005 and an illustrative example is presented in this report. The dimensionless slope
;
suggested for consideration of alternate approaches is 0.003.
;
The researchers found that current streamgaging techniques are not well suited to low-slope hydrologic studies and
;
different measuring methods are suggested.
Cleveland, T. G., Thompson, D. B., Fang, X., & Li, M. H. (2012). Establish Effective Lower Bounds of Watershed Slope for Traditional Hydrologic Methods (Report No. FHWA/TX¿12/0¿6382-1). Texas Tech University. Center for Multidisciplinary Research in Transportation. https://rosap.ntl.bts.gov/view/dot/25168
Cleveland, Theodore G., David B. Thompson, Xing Fang, and Ming-Han Li. Establish Effective Lower Bounds of Watershed Slope for Traditional Hydrologic Methods. Report no. FHWA/TX¿12/0¿6382-1. Texas Tech University. Center for Multidisciplinary Research in Transportation, 2012. https://rosap.ntl.bts.gov/view/dot/25168.
Cleveland, Theodore G., et al. Establish Effective Lower Bounds of Watershed Slope for Traditional Hydrologic Methods. Texas Tech University. Center for Multidisciplinary Research in Transportation, 2012, Report no. FHWA/TX¿12/0¿6382-1, ROSA P. https://rosap.ntl.bts.gov/view/dot/25168.
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