Some Studies on branch channel Flow
Abstract
In the present investigation, methods are suggested
to predict the flow into a branch taking off from a main channel,
maintaining subcritical flow in the main and supercritical in the
branch channel. The methods are based on (1) concept of constant
specific energy along the inlet to the branch channel, (2) dimensional
analysis. Experimental coefficients and graphs are
presented in order to solve the actual problems in the field.
Theoretical approach based on the concept of constant
specific energy along the inlet to the branch, to determine the
best angle of off?take when the flow in the main channel is subcritical
and in the branch it is supercritical is suggested. The
theoretical approach has given good agreement with the experimental
results.
The thesis comprises five chapters. In the first
chapter the available literature on the subject is discussed. The
theoretical analysis of the problem is given in the second chapter.
Third chapter contains the aims, details and procedure of the
experiments. In the fourth chapter the results of the experiments
are discussed. Fifth chapter gives the various conclusions of
the present investigation.
In this chapter the definition, scope and the
existing literature on the subject are briefly discussed. It is
shown that the solution of the problem by conformal representation
introduces considerable error when applied to practical problems.
The method suggested by Taylor applies only for the condition of
subcritical flow in both the main and the branch channels,
besides involving laborious trial and error process for determining
the flow into the branch. The works of Kiyoshi Tanaka and
Akira Murota is only to a specific case of a power branch channel.
The effect of angle of off?take on the discharge to the branch
stating the studies by M.A. Grishin and Schoklitsch is discussed.
A brief review on side weir literature is given. The works of
Pattabhiramaiah and Rajaratnam on supercritical flows treating
the inlet to the branch as a weir of zero height is discussed.
Collections
- Civil Engineering (CiE) [408]

