category: channels hydraulic engineering

Computer Program NCALC User's Manual: Verification of Manning's Roughness Coefficient in Channels

... Guide for selecting Manning's roughness coefficients for natural channels and flood ... HY 7 , p . 1027-1041 . Limerinos , J.T. , 1970 , Determination of the ... 8 Jarrett and Petsch - COMPUTER PROGRAM NCALC USER'S MANUAL VERIFICATION 27.

Study of Navigation Channel Feasibility, Willapa Bay, Washington

... ppt , whereas at the Naselle River , the variation was from 5 to 29.5 ppt ... near Toke Point calculated from measurements taken from 1990 through 1997 ... Field Station , Washington State Department of Fish and Wildlife , Ocean Park , WA ...

Open Channel Hydraulics

The book is intended for advanced undergraduates and first-year graduate students in the general fields of water resources and environmental engineering.

Flow in Open Channels, 3e

In this third edition, the scope of the book is defined to provide source material in the form of a Text book that would meet all the requirements of the undergraduate course and most of the requirements of a post graduate course in Open ...

Bibliography and Discussion of Flood-routing Methods and Unsteady Flow in Channels

... method of linearizing the quadratic resistance term , in order to account for the effects of partial tides as well as ... Puls method ( and example ) , modified Puls method ( and example ) , Sternberg method ( using storage factor , and ...

Flood Routing Methods: Discussion and Bibliography

... method of influence lines is given . Wind in- fluence , Chézy coefficient and many appli ... modified Craya method was used for routing of the wave resulting from the ... Puls method ( with example ) , modified Puls method ( with example ) ...

Hydraulic Design of Flood Control Channels: Engineering and Design

... POINT OF CHANGE FROM SPIRAL TO CIR- CULAR CURVE MEASURED FROM BEGINNING OF CURVE ( S.S. ) , FT SCCF1 : DIGITS TO ... CSS : POINT OF CHANGE FROM CIRCULAR CURVE TO SPIRAL MDG , MIN , CSSF : DIGITS TO RIGHT OF PLUS SIGN IN STATION NUMBER ...

DMS: Diagnostic Modeling System. The DMS data manager--updated user's guide. Report 7

Diagnostic Modeling System. The DMS data manager--updated user's guide ... 5e . TASK NUMBER 5f . WORK UNIT NUMBER 33129 8. PERFORMING ORGANIZATION ... guide to help new users set up a DMS ArcView Project . 15. SUBJECT TERMS ArcView ...

Effects of Changes in an Alluvial Channel on the Timing, Magnitude, and Transformation of Flood Waves, Southeastern Arizona

... 40 20 10 A Water years 1914-27 LAG TIME , IN HOURS 20 8885 30 50 40 LAG TIME , IN HOURS 10 50 40 30 20 B Water years 1930-40 C Water years 1941-50 10 LAG TIME , IN HOURS 10 100 20 888 30 40 50 LAG TIME , IN HOURS 20 888 30 50 40 40 60 ...

Fremont Drop Structure and Friction Channel, Sandusky River, Ohio: Hydraulic Model Investigation

... WEIR TYPE I ( ORIGINAL ) DESIGN MODEL ( DRAINS OPEN ) 594 TYPE I ( ORIGINAL ) DESIGN MODEL ( DRAINS CLOSED ) 590 TYPE 6 DESIGN AND ALTERNATE WEIR ARRANGEMENT EXISTING CONDITIONS TYPE 6 DESIGN AND ALTERNATE WEIR ARRANGEMENT CREST OF WEIR ...

The Hydraulic Geometry of Stream Channels and Some Physiographic Implications

... load . The effect of sediment load on ... rivers and is , furthermore , restricted in dealing with sediment load to its easily measured fraction , or suspended ... most natural rivers is a decrease in particle size of the bed material in ...

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