From the Proceedings of the 1974 Meetings of the Arizona Section - American Water Resources Assn. and the Hydrology Section - Arizona Academy of Science - April 19-20, 1974, Flagstaff, ArizonaA stochastic model is presented for the prediction of sediment yield in a semi-arid watershed based on rainfall data and watershed characteristics. Random variables which lead to uncertainty in the model are rainfall amount, storm duration, runoff, and peak flow. Soil conservation service formulas are used to compute the runoff and peak flow components of the universal soil loss equation, and a transformation of random variables is used to obtain the distribution function of sediment yield from the joint distribution of rainfall amount and storm durati...
Hydrologic phenomena are in reality stochastic in nature; that is, their behavior changes with the t...
Natural factors limit the extent to which land disturbed by man's activities such as the strip minin...
A computer simulation model is presented for evaluating the performance of small water impoundments....
From the Proceedings of the 1974 Meetings of the Arizona Section - American Water Resources Assn. an...
From the Proceedings of the 1977 Meetings of the Arizona Section - American Water Resources Assn. an...
This thesis presents a methodology for obtaining the optimal design capacity for sediment yield in m...
An empirical-stochastical model for predicting runoff volumes in Butler Valley, Arizona, has been su...
Many planning decisions related to the land phase of the hydrologic cycle involve uncertainty due to...
From the Proceedings of the 1971 Meetings of the Arizona Section - American Water Resources Assn. an...
Many planning decisions related to the land phase of the hydrologic cycle involve uncertainty due to...
The southwestern United States relies heavily on limited, undependable surface water and limited gro...
The watershed manager, hydrologist and design engineer are always faced with the problem of taking a...
From the Proceedings of the 1978 Meetings of the Arizona Section - American Water Resources Assn. an...
We investigated the surficial processes that deliver sediment from hillslopes into channels in a med...
A stochastic simulation methodology was developed for the rainfall-runoff process to assist in the a...
Hydrologic phenomena are in reality stochastic in nature; that is, their behavior changes with the t...
Natural factors limit the extent to which land disturbed by man's activities such as the strip minin...
A computer simulation model is presented for evaluating the performance of small water impoundments....
From the Proceedings of the 1974 Meetings of the Arizona Section - American Water Resources Assn. an...
From the Proceedings of the 1977 Meetings of the Arizona Section - American Water Resources Assn. an...
This thesis presents a methodology for obtaining the optimal design capacity for sediment yield in m...
An empirical-stochastical model for predicting runoff volumes in Butler Valley, Arizona, has been su...
Many planning decisions related to the land phase of the hydrologic cycle involve uncertainty due to...
From the Proceedings of the 1971 Meetings of the Arizona Section - American Water Resources Assn. an...
Many planning decisions related to the land phase of the hydrologic cycle involve uncertainty due to...
The southwestern United States relies heavily on limited, undependable surface water and limited gro...
The watershed manager, hydrologist and design engineer are always faced with the problem of taking a...
From the Proceedings of the 1978 Meetings of the Arizona Section - American Water Resources Assn. an...
We investigated the surficial processes that deliver sediment from hillslopes into channels in a med...
A stochastic simulation methodology was developed for the rainfall-runoff process to assist in the a...
Hydrologic phenomena are in reality stochastic in nature; that is, their behavior changes with the t...
Natural factors limit the extent to which land disturbed by man's activities such as the strip minin...
A computer simulation model is presented for evaluating the performance of small water impoundments....