Alternative Hydraulics  John Fenton Homepage 



Why Alternative Hydraulics?The practice of research in hydraulics seems to be very conservative. What is already accepted will be accepted, while any original thought is undervalued. A rather more sophisticated view of this, of course, is resistance to paradigm change described by Thomas Kuhn (see, for example, Scientific Method). I have had a lot of difficulty getting research accepted by reviewers and editors. This is an attempt to develop a site where my own ideas might be developed  and criticised by others, in the form of Email to JohnDFenton@gmail.com. It is to be hoped that the anarchistic spirit of a really free market will prevail in the long run. The view that the peerreview process is broken is shared by others: Tipler (2003) on refereed journals Victory and vexation in science: Einstein, Bohr, Heisenberg, and others by Gerald James Holton 
Collected papers in applied mathematics, coastal & ocean engineering, and open channel hydraulicsThis is a list of the papers with active links: List of Papers Recent research results and writings in hydraulicsBasic physical processes in riversFenton, J. D. (2015) Basic physical processes in rivers, Chapter 1 in Rivers – Physical, Fluvial and Environmental Processes, (eds) Pawel Rowinski and Artur RadeckiPawlik, Springer. Abstract: A "oneandahalf"dimensional model of a river is developed. It is actually onedimensional but allows for horizontal curvature using natural curvilinear coordinates. The governing long wave equations can be developed with very few limiting approximations, especially using momentum rather than energy. The curvature is then shown to be rarely important and is subsequently ignored. Wave periods, imposed by boundary conditions, are asserted to be fundamental. Long waves have speeds and propagation properties that depend on period, and there is no such thing as a single long wave speed. Examination of dimensionless equations and solution of linearised equations using wave period shows a novel interpretation of terms in the momentum equation: the "kinematic" approximation and wave are misnomers: the approximation lies not in the neglect of inertial terms but is actually a very long period one. The outstanding problem of river modelling, however, is that of resistance to the flow. A large data set from streamgaugings is considered and it is shown that the state of the bed, namely the arrangement of bed grains by previous flows, is more important than actual grain size. A formula for resistance is proposed which contains a parameter representing bed state. As that state is usually changing with flow, one can not be sure what the resistance actually will be. This uncertainty may have important implications for modelling. The momentum principle is then applied also to obstacles such as bridge piers, and a simple approximation gives greater understanding and a practical method for incorporation in river models. Finally, river junctions are considered, and the momentum approach with the very long period approximation shows that they can be modelled simply. Long waves in open channels  their nature, equations, approximations, and numerical simulationThis is a paper I presented to the 19th Congress of the AsiaPacific Division of the IAHR in September 2014, Ha Noi, Viet Nam. Several results are obtained that contradict current understanding and practice:
New  The long wave equations for arbitrary slopesRecently while working with Elham Darvishi from the University of Tehran on a Boussinesq equation for simulating flows with finite curvature, we discovered something that we had not known. V.T. Chow in his "OpenChannel Hydraulics" (1959, §210) and F.M. Henderson (1966, eqn 22) both knew it for uniform flow 50 years ago. Maybe everybody else knows it, except for me but I thought I would mention it here, just in case. It is this: in an open channel with resistance, the pressure distribution is not hydrostatic. The pressure head is, in fact, for gradually varying flow, h/(1+(d\eta /dx)²), where h is the depth of fluid above a point (the hydrostatic value), and d\eta/dx is the free surface slope. Of course, this effect of slope is negligible for almost all rivers and canals, and the hydrostatic approximation is usually accurate. For some applications, and certainly for spillways, chutes, ramps, and some flumes the slope effect may be important. Even if it is not, the general statement that in a flowing channel, the pressure is not hydrostatic is interesting at least. As the resistance leading to the pressure being modified actually comes from the flow, the terminology "hydrostatic" is no longer available to us. It might be termed the "local uniform flow approximation", corresponding to a uniform flow with the slope of the free surface. With this in mind, I reworked long wave theory to include the effects of slope on pressure in the fluid, and also its effects on the resistance term. The resulting theory for finite slopes can be found at The long wave equations for arbitrary slopes, while a traditional long wave theory for small slopes can be found at The long wave equations. The two documents are substantially similar except where the generalisations are made. The new one also contains generalised Chézy  Gauckler  Weisbach  Manning  Strickler formulae for steady uniform flow on finite slopes. The only modification is that in the traditional formulae for velocity, there is a factor of 1/(1+S²) to include, where S is bed slope. The result has some implications for the modelling of flow over broadcrested weirs and spillways. Whereas ideal fluid theory with no resistance works well in the crest region where slopes are small, further downstream it does not because it fails to model the pressure and resistance contributions, the only important ones. And, of course, using it the fluid accelerates off to infinity. It cannot describe uniform flow. The long wave equationsIt is surprising that derivations and presentations of the long wave equations have usually stopped short of presenting them in useable form. In this paper the long wave equations for a straight channel are derived using the integral mass and momentum conservation equations. The derivation contains certain innovations. It attempts to be a true hydraulic one, where quantities are modelled as simply as possible. Results are in the form of equations which are of immediate applicability and in which the physical significance of terms is clear. The long wave equations for a channel curved in planThe traditional fiction in hydraulics is that All Rivers Are Straight. They are not. This corrects the long wave equations, to allow for channel curvature in the horizontal plane, as exhibited by most rivers! In 1995 at the IAHR Congress in London, I presented a paper with Guinevere Nalder, a student of mine, on this topic: Long wave equations for waterways curved in plan. It was later expanded considerably and submitted to the Journal of Hydraulic Research, where it was rejected. One referee observed that we had not allowed for the separation of flow around bends. He presumably believed that the usual straightchannel approximation does allow for that. This is the theory based on that paper. Calculating resistance to flow in open channelsThe DarcyWeisbach formulation of flow resistance has advantages over the GaucklerManningStrickler form. It is more fundamental, and research results for it should be able to be used in practice. In Calculating resistance to flow in open channels, available results for the limiting cases of smooth flow and fully rough flow are considered, and a general formula is obtained for calculating resistance as a function of relative roughness and Reynolds number. The result is similar to one found by Yen in 1991. Mathematical diffusion of MuskingumCunge routingMuskingumCunge flood routing has mathematical diffusion. It and its progeny are not accurate for streams with gentle slopes and where time variation is more rapid, and should generally be avoided. Accuracy of MuskingumCunge flood routing 
Catalogue of mistakes in hydraulicsAgnotology is a neologism for the study of culturallyinduced ignorance or doubt, particularly the publication of inaccurate or misleading scientific data. The term was coined by Robert N. Proctor, a specialist in the history of science and technology. Its name derives from the Neoclassical Greek word agnosis, "not knowing" and logia. More generally, the term also highlights the increasingly common condition where more knowledge of a subject leaves one more uncertain than before. That seems to apply to much hydraulics, where there are many fundamental mistakes. This is a catalogue of some of them. Lecture notes in hydraulics and maritime engineeringA First Course in Hydraulics (PDF file)This is an introduction to hydraulics. The most important innovation is that true energy conservation is presented, and Bernoulli's equation is left to a subsidiary (and occasionally useful) role. It is an integrated momentum equation which is valid along a streamline and whose "constant" varies across streamlines. It is absurd to expect to apply it in fullyturbulent threedimensional situations  for example the flow from a reservoir to a tap in a house. It is much more intellectually honest simply to use conservation of energy, which is more easily derived and is a more plausible model of most hydraulic problems. Coastal and Ocean EngineeringA final year elective subject, dealing with elementary oceanography, water wave theory, tsunami, and coastal engineering River EngineeringAn introduction to waves and disturbances in channels, measurement, and structures Computations and HydraulicsAn introduction to numerical skills, presenting theory and applications largely using the optimisation package in Microsoft Excel. Uses Excel workbooks 1Functions, 2Solution, 3Solver, 4Fitting, 5Diffeqns and 6Splines


Maintained and authorised by John Fenton; Last modified: 25 July 2015 