Using the data given for the hydraulic jump answer the following questions given ASAPThank you Questions for Discussion:1. Summarize the energy loss across the jump that you created expressed as a percentage of theupstream energy? Do you consider this significant?2. How is the energy dissipated in the jump? How can jumps be used in engineering practice?3. Calculate the critical depth, and compare them with the conjugate depths observed in the jump. Part 3- Hydraulic Jump and Critical Depth - C4 FlumeChannel width = 7.6 cm Flume Slope 3 %Dist. betw. gauges = 100 cmJumpConditiony1y2Z1Z2V,V2Computed % loss basedon UpstreamEnergyH,(cm) (cm) (cm)(cm)(cm/sec)(cm/sec)(cm/sec)(cm)Direct1.591131570129-92418.789.4115-26Computed y. = 3-ScmCalculations:13-1936-11.18X100HJ-y2-Y1ニ1ー-59= 9.41 cm13.1936= 1570ネ6×1-59= 129.924= 15.262%= Euls-EdisEulsByz-15707.6X11Eug =y, tz +V2g= 1570そ-6-206-58 mk/m= 18.78 cm/sec=1.59+3+129-9242x 981= 13.1936 cm29= Il to t 18. 7822x981= |1. 18 cm981Sketch jump:= 3.5cmHJ20Datum8-2

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Summarize the energy loss across the jump that you created expressed as a percentage of the upstream energy? Do you consider this significant?

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Storm Sewers and Detention

The storm drains system transports rainwater or stormwater and other runoff from roads, parking lots, and roof downpipes directly to nearby creeks, rivers, or the sea without any treatment.

Question

100%

Using the data given for the hydraulic jump answer the following questions given ASAP Thank you

Questions for Discussion:
1. Summarize the energy loss across the jump that you created expressed as a percentage of the
upstream energy? Do you consider this significant?
2. How is the energy dissipated in the jump? How can jumps be used in engineering practice?
3. Calculate the critical depth, and compare them with the conjugate depths observed in the jump.

Part 3- Hydraulic Jump and Critical Depth - C4 Flume
Channel width = 7.6 cm Flume Slope 3 %
Dist. betw. gauges = 100 cm
Jump
Condition
y1
y2
Z1
Z2
V,
V2
Computed % loss based
on Upstream
Energy
H,
(cm) (cm) (cm)
(cm)
(cm/
sec)
(cm/
sec)
(cm/
sec)
(cm)
Direct
1.59
11
3
1570
129-924
18.78
9.41
15-26
Computed y. = 3-Scm
Calculations:
13-1936-11.18
X100
HJ-y2-Y1
ニ1ー-59
= 9.41 cm
13.1936
= 1570
ネ6×1-59
= 129.924
= 15.262%
= Euls-Edis
Euls
Byz
-1570
7.6X11
Eug =y, tz +V
2g
= 1570
そ-6
-206-58 mk/m
= 18.78 cm/sec
=1.59+3+129-924
2x 981
= 13.1936 cm
29
= Il to t 18. 782
2x981
= |1. 18 cm
981
Sketch jump:
= 3.5cm
HJ
20
Datum
8-2

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