TABLE OF CONTENT
CONTENT PAGE
ABSTRACT 3
INTRODUCTION 3
AIMS / OBJECTIVE 3
THEORY 3-4
MATERIAL 5
METHOD 6
RESULTS 7-9
CALCULATION 9-11
DISCUSSION 11
CONCLUSION 12
RECOMMENDATION 12
LI
...
TABLE OF CONTENT
CONTENT PAGE
ABSTRACT 3
INTRODUCTION 3
AIMS / OBJECTIVE 3
THEORY 3-4
MATERIAL 5
METHOD 6
RESULTS 7-9
CALCULATION 9-11
DISCUSSION 11
CONCLUSION 12
RECOMMENDATION 12
LITERATURE CITED 13
APPENDICES 14
2
Lab Report 3
ABSTRACT:
The vast applications of hydraulic jumps are of great importance in civil engineering
especially in water resources engineering. Hydraulic Jumps are usually used as energy dissipaters
and their turbulent actions are used for mixing chemicals for treatment of water. The
characteristics of hydraulic jumps are described by the conjugate depth equation. Hence, the goal
of this experiment was to verify the validity of the conjugate depth equation and investigate the
head loss developed during jumps. In this experiment the properties of a hydraulic jump and
energy dissipation were studied.
The jumps formation was controlled by a sluice gate at the upstream and a suppressed
weir at the downstream in a rectangular channel. The heights of the jumps were measured at two
different sections using a point gauge. Beside the study of the properties of a hydraulic jump, the
relationship between the depth and the specific energy under constant discharge was also
investigated. The Froude number was calculated for both the sections in order to confirm the
type of flow before and after the hydraulic jump. It was found that the hydraulic jump only
occurs when the flow changes from supercritical to subcritical.
INTRODUCTION
OBJECTIVES
1. To observe a h
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