Geology topics
Robert T. Milhous
Publications and source records attributed to Robert T. Milhous.
Determining instream flows for flushing of fines and channel maintenance: 1988 Progress Report
No abstract available.
Discussion of:"'Hydraulics of high gradient streams" by R. D. Jarrett
No abstract available.
Discussion of "Average annual fulfillment of instream uses" by R. L. Smith and W. J. Carswell, Jr. (October, 1984, Vol. 110, No. 4)
No abstract available.
Discussion of "Minimum flow protection in riparian states" by W. D. Dixon and W. E. Cox (April, 1985, Vol. 111, No. 2)
No abstract available.
Discussion of "Satisfying instream flow needs under western water rights" by J. M. Bagley, D. T. Larson, and L. Kapaloski
No abstract available.
Discussion of: 'Bed load discharge equations for steep mountain rivers' by J. C. Bathurst
No abstract available.
Discussion of: 'Conceptual models of sediment transport in streams' by R. L. Beschta
No abstract available.
Discussion of: 'Bed load transport measurements by the Vortex-tube trap on Virginio Creek, Italy' by P. Tacconi and P. Billi
No abstract available.
Discussion of: 'Influence of large suspended-sediment concentrations in rivers' by J.B. Bradley and S.C. McCutcheon
No abstract available.
Discussion of: 'Formation of a coarse surface layer as the response to gravel mobility' by E.D. Andrews and G. Parker
No abstract available.
Sediment transport simulation in an armoured stream
Improved methods of calculating bed material stability and transport must be developed for a gravel bed stream having an armoured surface in order to use the HEC-6 model to examine channel change. Good possibilities exist for use of a two layer model based on the Schoklitsch and the Einstein-Brown transport equations. In Einstein-Brown the D35 of the armour is used for stabilities and the D50 of the bed (sub-surface) is used for transport. Data on the armour and sub-surface size distribution needs to be obtained as part of a bed material study in a gravel bed river; a "shovel" sample is not adequate. The Meyer-Peter, Muller equation should not be applied to a gravel bed stream with an armoured surface to estimate the initiation of transport or for calculation of transport at low effective bed shear stress.
Determining instream flows for flushing of fines and channel maintenance: a review
No abstract available.
Discussion of 'Critical water velocity for snail habitats in canals' by W. R. Jobin, A. Laracuente, R. Mercado, and H. Negron-Aponte
No abstract available.