River and Canal Engineering, the characteristics of open flowing streams, and the principles and methods to be followed in dealing with them.

CHAPTER XV

Chapter 15274 wordsPublic domain

RIVER BARS

1. Deltaic Rivers 203 2. Other Rivers 205

APPENDIX A. Fallacies in the Hydraulics of Streams 209

” B. Pitching and Bed Protection 212

INDEX 213

PREFACE

The object of this book is to describe the principles and practice adopted in the Engineering of Open Streams. If the book seems to be somewhat small for its object, it will, it is hoped, be found that this is due to care in the arrangement and wording.

Sources of information have been acknowledged in the text, but special mention may be made of lectures given by Professor Unwin at Coopers Hill College, of Harcourt’s large work on _Rivers and Canals_, of the papers[1] by Binnie on rainfall, by Shaw on the closing of the river Tista, by Harcourt on movable weirs and on estuaries, by Strange on reservoirs, and by Ottley and Brightmore, Gore and Wilson, and Hill on the stresses in masonry dams; of the articles by Bligh[2] on weirs with porous foundations and by Deacon[3] on reservoir capacity, of the Indian Government paper by Spring on “River Control on the Guide Bank System,” and of the Punjab Government paper containing Kennedy’s remarks on silting and scour in the Sirhind Canal. The two papers last mentioned are not easily accessible, and they contain matter of great interest. The important points, often obscured by masses of detail or figures, have been extracted.[4]

Silting and scour (CHAP. IV.) had already been dealt with in _Hydraulics_,[5] but some further information has since come to light and the subject has been treated afresh and the matter re-written.

E. S. B.

CHELTENHAM, _1st May 1913_.

RIVER AND CANAL ENGINEERING