SlideShare a Scribd company logo
1 of 4
Download to read offline
Operation and Safety of Dams …………………………...…………………………..Dr. Ammar H. Kamel
1
Reservoir Mass Curve and Storage:
During high flows, water flowing in a river has to be stored so that a uniform supply of water can be
assured, for water resources utilisation like irrigation, water supply, power generation, etc. during periods of
low flows of the river. A mass diagram is a graphical representation of cumulative inflow into the reservoir
versus time which may be monthly or yearly. A mass curve is shown in Fig. below for a 2-year period. The
slope of the mass curve at any point is a measure of the inflow rate at that time.
Required rates of draw off from the reservoir are marked by drawing tangents, having slopes equal to the
demand rates, at the highest points of the mass curve. The maximum departure between the demand line and
the mass curve represents the storage capacity of the reservoir required to meet the demand. A demand line
must intersect the mass curve when extended forward, otherwise the reservoir is not going to refill. The
vertical distance between the successive tangents represents the water wasted over the spillway. The salient
features in the mass curve of flow in Fig. below are:
a-b: inflow rate exceeds the demand rate of x cumec and reservoir is overflowing
b: inflow rate equals demand rate and the reservoir is just full
b-c: inflow rate is less than the demand rate and the water is drawn from storage
c: inflow rate equals demand rate and S1 is the draw off from the reservoir (Mm3)
c-d: inflow rate exceeds demand rate and the reservoir is filling
d: reservoir is full again
d-e: same as a-b
e: similar to b
e-f: similar to b-c
f: inflow rate equals demand rate and S2 is the draw off from the reservoir
f-g: similar to c-d
To meet the demand rate of x cumec the departure S2 > S1; hence, the storage capacity of the reservoir is S2
Mm3
. If the storage capacity of the reservoir, from economic considerations, is kept as S1 Mm3
, the demand
rate of x cumec cannot be maintained during the time e-f and it can be at a lesser rate of y cumec (y < x).
Storage capacity of reservoir from mass curve
The use of mass curve is to determine:
Operation and Safety of Dams …………………………...…………………………..Dr. Ammar H. Kamel
2
(i) The storage capacity of the reservoir required to meet a particular withdrawal rate.
(ii) The possible rate of withdrawal from a reservoir of specified storage capacity.
The observed inflow rates have to be adjusted for the monthly evaporation from the reservoir surface,
precipitation, seepage through the dam, inflow from adjacent basins, required releases for downstream users,
sediment inflow, etc. while calculating the storage capacity of the reservoir.
Conclusions:
A mass curve (or Rippl diagram) is a cumulative of net reservoir inflow, the figure below shows a typical
mass curve.
 The slope of the mass curve at any time is a measure of the inflow at that time.
 Demand lines drawn tangent to the high points of the mass curve represent rates of withdrawal
from reservoir.
 Maximum departure between the demand line and the mass curve represent the reservoir capacity
required to satisfy the demand.
 The vertical distance between successive tangents represents water wasted over the spillway.
Typical mass curve
Typical mass curve
Operation and Safety of Dams …………………………...…………………………..Dr. Ammar H. Kamel
3
Example (1): Find the required storage for the following stream?
Losses m3
/month
Outflow (demand)
m3
/month
Inflow (supply)
m3
/month
Month
1
7
45
1
1
8
45
2
1
8
14
3
1
8
10
4
2
9
8
5
3
11
5
6
3
11
2
7
2
11
2
8
2
11
2
9
2
11
2
10
1
11
1
11
1
11
1
12
Sol:
Storage
m3
/month
Losses
m3
/month
Outflow
(demand)
m3
/month
Inflow (supply)
m3
/month
Month
37
1
7
45
1
73
1
8
45
2
78
1
8
14
3
79
1
8
10
4
76
2
9
8
5
67
3
11
5
6
55
3
11
2
7
44
2
11
2
8
33
2
11
2
9
22
2
11
2
10
11
1
11
1
11
0
1
11
1
12
20
117
137
Operation and Safety of Dams …………………………...…………………………..Dr. Ammar H. Kamel
4

More Related Content

What's hot

Hydraulic Design of Energy Dissipators for Culverts and Channels, 3rd Edition...
Hydraulic Design of Energy Dissipators for Culverts and Channels, 3rd Edition...Hydraulic Design of Energy Dissipators for Culverts and Channels, 3rd Edition...
Hydraulic Design of Energy Dissipators for Culverts and Channels, 3rd Edition...
Todd Lewis
 
FlatBayou.HEC-RAS.1D2D.Markwood_
FlatBayou.HEC-RAS.1D2D.Markwood_FlatBayou.HEC-RAS.1D2D.Markwood_
FlatBayou.HEC-RAS.1D2D.Markwood_
David R. Markwood
 
Flood Risk Analysis for River Serio, Italy by using HECRAS & River 2D
Flood Risk Analysis for River Serio, Italy by using HECRAS & River 2DFlood Risk Analysis for River Serio, Italy by using HECRAS & River 2D
Flood Risk Analysis for River Serio, Italy by using HECRAS & River 2D
Arshia Mousavi
 
Hec ras tutorial-flume_example
Hec ras tutorial-flume_exampleHec ras tutorial-flume_example
Hec ras tutorial-flume_example
khaledH
 
Improved Projections of 21st Century Trans-Arctic Shipping
Improved Projections of 21st Century Trans-Arctic Shipping Improved Projections of 21st Century Trans-Arctic Shipping
Improved Projections of 21st Century Trans-Arctic Shipping
Nathanael Melia
 

What's hot (20)

Natural Valley Procedure for Hydraulic Analysis and Floodplain Mapping of Non...
Natural Valley Procedure for Hydraulic Analysis and Floodplain Mapping of Non...Natural Valley Procedure for Hydraulic Analysis and Floodplain Mapping of Non...
Natural Valley Procedure for Hydraulic Analysis and Floodplain Mapping of Non...
 
Stream Hydrology
Stream HydrologyStream Hydrology
Stream Hydrology
 
HEC-RAS tutorial on single bridge
HEC-RAS tutorial on single bridgeHEC-RAS tutorial on single bridge
HEC-RAS tutorial on single bridge
 
Hydrology: team 3
Hydrology: team 3Hydrology: team 3
Hydrology: team 3
 
Basic of Open Channel Flow
Basic of Open Channel FlowBasic of Open Channel Flow
Basic of Open Channel Flow
 
Hydraulic Design of Energy Dissipators for Culverts and Channels, 3rd Edition...
Hydraulic Design of Energy Dissipators for Culverts and Channels, 3rd Edition...Hydraulic Design of Energy Dissipators for Culverts and Channels, 3rd Edition...
Hydraulic Design of Energy Dissipators for Culverts and Channels, 3rd Edition...
 
aakaar ppt
aakaar pptaakaar ppt
aakaar ppt
 
2. sistemas de produccion 2 reservorios
2. sistemas de produccion 2 reservorios2. sistemas de produccion 2 reservorios
2. sistemas de produccion 2 reservorios
 
Hec ras
Hec rasHec ras
Hec ras
 
Hydrological modelling
Hydrological modellingHydrological modelling
Hydrological modelling
 
FlatBayou.HEC-RAS.1D2D.Markwood_
FlatBayou.HEC-RAS.1D2D.Markwood_FlatBayou.HEC-RAS.1D2D.Markwood_
FlatBayou.HEC-RAS.1D2D.Markwood_
 
Flood Risk Analysis for River Serio, Italy by using HECRAS & River 2D
Flood Risk Analysis for River Serio, Italy by using HECRAS & River 2DFlood Risk Analysis for River Serio, Italy by using HECRAS & River 2D
Flood Risk Analysis for River Serio, Italy by using HECRAS & River 2D
 
Flood modeling of river godavari using hec ras
Flood modeling of river godavari using hec rasFlood modeling of river godavari using hec ras
Flood modeling of river godavari using hec ras
 
Hec ras tutorial-flume_example
Hec ras tutorial-flume_exampleHec ras tutorial-flume_example
Hec ras tutorial-flume_example
 
seminar report of " Introduction to HEC RAS "
seminar report  of " Introduction  to HEC RAS "seminar report  of " Introduction  to HEC RAS "
seminar report of " Introduction to HEC RAS "
 
Chapter 7 spillway and energy dissipators
Chapter 7 spillway and energy dissipatorsChapter 7 spillway and energy dissipators
Chapter 7 spillway and energy dissipators
 
Automating HEC-RAS with Excel
Automating HEC-RAS with ExcelAutomating HEC-RAS with Excel
Automating HEC-RAS with Excel
 
Improved Projections of 21st Century Trans-Arctic Shipping
Improved Projections of 21st Century Trans-Arctic Shipping Improved Projections of 21st Century Trans-Arctic Shipping
Improved Projections of 21st Century Trans-Arctic Shipping
 
ASFPM 2016: Applications of 2D Surface flow Modeling in the New HEC-RAS Versi...
ASFPM 2016: Applications of 2D Surface flow Modeling in the New HEC-RAS Versi...ASFPM 2016: Applications of 2D Surface flow Modeling in the New HEC-RAS Versi...
ASFPM 2016: Applications of 2D Surface flow Modeling in the New HEC-RAS Versi...
 
Use of statistics in civil engineering
Use of statistics in civil engineeringUse of statistics in civil engineering
Use of statistics in civil engineering
 

Similar to 1889.pdf

Irrigation and hydraulic structures, reservoirs and types
Irrigation and hydraulic structures, reservoirs and typesIrrigation and hydraulic structures, reservoirs and types
Irrigation and hydraulic structures, reservoirs and types
kiran yadav
 
Chapter Seven: Applications of System Analysis
Chapter Seven: Applications of System AnalysisChapter Seven: Applications of System Analysis
Chapter Seven: Applications of System Analysis
Godisgoodtube
 

Similar to 1889.pdf (20)

reservoir detail description Lecture 13,14.pdf
reservoir detail description Lecture 13,14.pdfreservoir detail description Lecture 13,14.pdf
reservoir detail description Lecture 13,14.pdf
 
Design of hs
Design of hsDesign of hs
Design of hs
 
Chapter Nine.ppt
Chapter Nine.pptChapter Nine.ppt
Chapter Nine.ppt
 
Reservoir
ReservoirReservoir
Reservoir
 
Irrigation and hydraulic structures, reservoirs and types
Irrigation and hydraulic structures, reservoirs and typesIrrigation and hydraulic structures, reservoirs and types
Irrigation and hydraulic structures, reservoirs and types
 
Dam Engineering.pptx
Dam Engineering.pptxDam Engineering.pptx
Dam Engineering.pptx
 
WATER RESOURCES ENGINEERING.pptx
WATER RESOURCES ENGINEERING.pptxWATER RESOURCES ENGINEERING.pptx
WATER RESOURCES ENGINEERING.pptx
 
Presentation 78 flood routing.pdf
Presentation 78 flood routing.pdfPresentation 78 flood routing.pdf
Presentation 78 flood routing.pdf
 
Energy Dissipation Regimes and Stability of the Overflow Dam (Spillway) for t...
Energy Dissipation Regimes and Stability of the Overflow Dam (Spillway) for t...Energy Dissipation Regimes and Stability of the Overflow Dam (Spillway) for t...
Energy Dissipation Regimes and Stability of the Overflow Dam (Spillway) for t...
 
1.pdf
1.pdf1.pdf
1.pdf
 
Chapter Seven: Applications of System Analysis
Chapter Seven: Applications of System AnalysisChapter Seven: Applications of System Analysis
Chapter Seven: Applications of System Analysis
 
Hyd important
Hyd importantHyd important
Hyd important
 
Simulation of water reservoir
Simulation of water reservoirSimulation of water reservoir
Simulation of water reservoir
 
Rule Level & Gate Operation in a Dam.pptx
Rule Level & Gate Operation in a Dam.pptxRule Level & Gate Operation in a Dam.pptx
Rule Level & Gate Operation in a Dam.pptx
 
Water supply Engineering Notes by Sudip Khadka.pdf
Water supply Engineering Notes by Sudip Khadka.pdfWater supply Engineering Notes by Sudip Khadka.pdf
Water supply Engineering Notes by Sudip Khadka.pdf
 
Power and Energy Potential Study hydrology.pptx
Power and Energy Potential Study hydrology.pptxPower and Energy Potential Study hydrology.pptx
Power and Energy Potential Study hydrology.pptx
 
Unit -5 RESERVOIR PLANNING
Unit -5  RESERVOIR PLANNINGUnit -5  RESERVOIR PLANNING
Unit -5 RESERVOIR PLANNING
 
Hydrology & Site Selection of Hydro Power Plant
Hydrology & Site Selection of Hydro Power PlantHydrology & Site Selection of Hydro Power Plant
Hydrology & Site Selection of Hydro Power Plant
 
Irrigation Engg Lec 03.pptx
Irrigation Engg Lec 03.pptxIrrigation Engg Lec 03.pptx
Irrigation Engg Lec 03.pptx
 
Module 03 Distribution Works.pptx
Module 03 Distribution Works.pptxModule 03 Distribution Works.pptx
Module 03 Distribution Works.pptx
 

More from shaymaa17

Fluid Mechanics Lectures.pdf
Fluid Mechanics Lectures.pdfFluid Mechanics Lectures.pdf
Fluid Mechanics Lectures.pdf
shaymaa17
 
اسئله واجوبه قنوات مفتوحه 267 ص 4 (2)
اسئله واجوبه قنوات مفتوحه 267 ص 4 (2)اسئله واجوبه قنوات مفتوحه 267 ص 4 (2)
اسئله واجوبه قنوات مفتوحه 267 ص 4 (2)
shaymaa17
 
حلول مسائل قنوات مفتوحه 100 ص
حلول مسائل قنوات مفتوحه 100 صحلول مسائل قنوات مفتوحه 100 ص
حلول مسائل قنوات مفتوحه 100 ص
shaymaa17
 
Environmental engineering
Environmental engineeringEnvironmental engineering
Environmental engineering
shaymaa17
 
Flow diversion and storage
Flow diversion and storageFlow diversion and storage
Flow diversion and storage
shaymaa17
 
Education damengineering zenz
Education damengineering zenzEducation damengineering zenz
Education damengineering zenz
shaymaa17
 
Embankment dam engineering,
Embankment dam engineering,Embankment dam engineering,
Embankment dam engineering,
shaymaa17
 
Dam operation maintenance_and_inspection_manual_rev_2006
Dam operation maintenance_and_inspection_manual_rev_2006Dam operation maintenance_and_inspection_manual_rev_2006
Dam operation maintenance_and_inspection_manual_rev_2006
shaymaa17
 

More from shaymaa17 (16)

Lecture 18-DE.pdf
Lecture  18-DE.pdfLecture  18-DE.pdf
Lecture 18-DE.pdf
 
Fluid Mechanics Lectures.pdf
Fluid Mechanics Lectures.pdfFluid Mechanics Lectures.pdf
Fluid Mechanics Lectures.pdf
 
Lecture 6-DE.pdf
Lecture  6-DE.pdfLecture  6-DE.pdf
Lecture 6-DE.pdf
 
اسئله واجوبه قنوات مفتوحه 267 ص 4 (2)
اسئله واجوبه قنوات مفتوحه 267 ص 4 (2)اسئله واجوبه قنوات مفتوحه 267 ص 4 (2)
اسئله واجوبه قنوات مفتوحه 267 ص 4 (2)
 
حلول مسائل قنوات مفتوحه 100 ص
حلول مسائل قنوات مفتوحه 100 صحلول مسائل قنوات مفتوحه 100 ص
حلول مسائل قنوات مفتوحه 100 ص
 
Chapter 5-hr1
Chapter 5-hr1Chapter 5-hr1
Chapter 5-hr1
 
Environmental engineering
Environmental engineeringEnvironmental engineering
Environmental engineering
 
Eg unit v
Eg unit vEg unit v
Eg unit v
 
Flow diversion and storage
Flow diversion and storageFlow diversion and storage
Flow diversion and storage
 
Education damengineering zenz
Education damengineering zenzEducation damengineering zenz
Education damengineering zenz
 
Embankment dam engineering,
Embankment dam engineering,Embankment dam engineering,
Embankment dam engineering,
 
Dam operation maintenance_and_inspection_manual_rev_2006
Dam operation maintenance_and_inspection_manual_rev_2006Dam operation maintenance_and_inspection_manual_rev_2006
Dam operation maintenance_and_inspection_manual_rev_2006
 
Chapter2
Chapter2Chapter2
Chapter2
 
Dams 03
Dams 03Dams 03
Dams 03
 
Dams 02
Dams 02Dams 02
Dams 02
 
Embankment dam engineering,
Embankment dam engineering,Embankment dam engineering,
Embankment dam engineering,
 

Recently uploaded

Final DBMS Manual (2).pdf final lab manual
Final DBMS Manual (2).pdf final lab manualFinal DBMS Manual (2).pdf final lab manual
Final DBMS Manual (2).pdf final lab manual
BalamuruganV28
 
electrical installation and maintenance.
electrical installation and maintenance.electrical installation and maintenance.
electrical installation and maintenance.
benjamincojr
 
Artificial intelligence presentation2-171219131633.pdf
Artificial intelligence presentation2-171219131633.pdfArtificial intelligence presentation2-171219131633.pdf
Artificial intelligence presentation2-171219131633.pdf
Kira Dess
 

Recently uploaded (20)

Final DBMS Manual (2).pdf final lab manual
Final DBMS Manual (2).pdf final lab manualFinal DBMS Manual (2).pdf final lab manual
Final DBMS Manual (2).pdf final lab manual
 
electrical installation and maintenance.
electrical installation and maintenance.electrical installation and maintenance.
electrical installation and maintenance.
 
Artificial Intelligence in due diligence
Artificial Intelligence in due diligenceArtificial Intelligence in due diligence
Artificial Intelligence in due diligence
 
Involute of a circle,Square, pentagon,HexagonInvolute_Engineering Drawing.pdf
Involute of a circle,Square, pentagon,HexagonInvolute_Engineering Drawing.pdfInvolute of a circle,Square, pentagon,HexagonInvolute_Engineering Drawing.pdf
Involute of a circle,Square, pentagon,HexagonInvolute_Engineering Drawing.pdf
 
Software Engineering Practical File Front Pages.pdf
Software Engineering Practical File Front Pages.pdfSoftware Engineering Practical File Front Pages.pdf
Software Engineering Practical File Front Pages.pdf
 
analog-vs-digital-communication (concept of analog and digital).pptx
analog-vs-digital-communication (concept of analog and digital).pptxanalog-vs-digital-communication (concept of analog and digital).pptx
analog-vs-digital-communication (concept of analog and digital).pptx
 
8th International Conference on Soft Computing, Mathematics and Control (SMC ...
8th International Conference on Soft Computing, Mathematics and Control (SMC ...8th International Conference on Soft Computing, Mathematics and Control (SMC ...
8th International Conference on Soft Computing, Mathematics and Control (SMC ...
 
NO1 Best Powerful Vashikaran Specialist Baba Vashikaran Specialist For Love V...
NO1 Best Powerful Vashikaran Specialist Baba Vashikaran Specialist For Love V...NO1 Best Powerful Vashikaran Specialist Baba Vashikaran Specialist For Love V...
NO1 Best Powerful Vashikaran Specialist Baba Vashikaran Specialist For Love V...
 
Artificial intelligence presentation2-171219131633.pdf
Artificial intelligence presentation2-171219131633.pdfArtificial intelligence presentation2-171219131633.pdf
Artificial intelligence presentation2-171219131633.pdf
 
15-Minute City: A Completely New Horizon
15-Minute City: A Completely New Horizon15-Minute City: A Completely New Horizon
15-Minute City: A Completely New Horizon
 
litvinenko_Henry_Intrusion_Hong-Kong_2024.pdf
litvinenko_Henry_Intrusion_Hong-Kong_2024.pdflitvinenko_Henry_Intrusion_Hong-Kong_2024.pdf
litvinenko_Henry_Intrusion_Hong-Kong_2024.pdf
 
The Entity-Relationship Model(ER Diagram).pptx
The Entity-Relationship Model(ER Diagram).pptxThe Entity-Relationship Model(ER Diagram).pptx
The Entity-Relationship Model(ER Diagram).pptx
 
Insurance management system project report.pdf
Insurance management system project report.pdfInsurance management system project report.pdf
Insurance management system project report.pdf
 
Dynamo Scripts for Task IDs and Space Naming.pptx
Dynamo Scripts for Task IDs and Space Naming.pptxDynamo Scripts for Task IDs and Space Naming.pptx
Dynamo Scripts for Task IDs and Space Naming.pptx
 
History of Indian Railways - the story of Growth & Modernization
History of Indian Railways - the story of Growth & ModernizationHistory of Indian Railways - the story of Growth & Modernization
History of Indian Railways - the story of Growth & Modernization
 
Seismic Hazard Assessment Software in Python by Prof. Dr. Costas Sachpazis
Seismic Hazard Assessment Software in Python by Prof. Dr. Costas SachpazisSeismic Hazard Assessment Software in Python by Prof. Dr. Costas Sachpazis
Seismic Hazard Assessment Software in Python by Prof. Dr. Costas Sachpazis
 
5G and 6G refer to generations of mobile network technology, each representin...
5G and 6G refer to generations of mobile network technology, each representin...5G and 6G refer to generations of mobile network technology, each representin...
5G and 6G refer to generations of mobile network technology, each representin...
 
Intro to Design (for Engineers) at Sydney Uni
Intro to Design (for Engineers) at Sydney UniIntro to Design (for Engineers) at Sydney Uni
Intro to Design (for Engineers) at Sydney Uni
 
Circuit Breakers for Engineering Students
Circuit Breakers for Engineering StudentsCircuit Breakers for Engineering Students
Circuit Breakers for Engineering Students
 
Maximizing Incident Investigation Efficacy in Oil & Gas: Techniques and Tools
Maximizing Incident Investigation Efficacy in Oil & Gas: Techniques and ToolsMaximizing Incident Investigation Efficacy in Oil & Gas: Techniques and Tools
Maximizing Incident Investigation Efficacy in Oil & Gas: Techniques and Tools
 

1889.pdf

  • 1. Operation and Safety of Dams …………………………...…………………………..Dr. Ammar H. Kamel 1 Reservoir Mass Curve and Storage: During high flows, water flowing in a river has to be stored so that a uniform supply of water can be assured, for water resources utilisation like irrigation, water supply, power generation, etc. during periods of low flows of the river. A mass diagram is a graphical representation of cumulative inflow into the reservoir versus time which may be monthly or yearly. A mass curve is shown in Fig. below for a 2-year period. The slope of the mass curve at any point is a measure of the inflow rate at that time. Required rates of draw off from the reservoir are marked by drawing tangents, having slopes equal to the demand rates, at the highest points of the mass curve. The maximum departure between the demand line and the mass curve represents the storage capacity of the reservoir required to meet the demand. A demand line must intersect the mass curve when extended forward, otherwise the reservoir is not going to refill. The vertical distance between the successive tangents represents the water wasted over the spillway. The salient features in the mass curve of flow in Fig. below are: a-b: inflow rate exceeds the demand rate of x cumec and reservoir is overflowing b: inflow rate equals demand rate and the reservoir is just full b-c: inflow rate is less than the demand rate and the water is drawn from storage c: inflow rate equals demand rate and S1 is the draw off from the reservoir (Mm3) c-d: inflow rate exceeds demand rate and the reservoir is filling d: reservoir is full again d-e: same as a-b e: similar to b e-f: similar to b-c f: inflow rate equals demand rate and S2 is the draw off from the reservoir f-g: similar to c-d To meet the demand rate of x cumec the departure S2 > S1; hence, the storage capacity of the reservoir is S2 Mm3 . If the storage capacity of the reservoir, from economic considerations, is kept as S1 Mm3 , the demand rate of x cumec cannot be maintained during the time e-f and it can be at a lesser rate of y cumec (y < x). Storage capacity of reservoir from mass curve The use of mass curve is to determine:
  • 2. Operation and Safety of Dams …………………………...…………………………..Dr. Ammar H. Kamel 2 (i) The storage capacity of the reservoir required to meet a particular withdrawal rate. (ii) The possible rate of withdrawal from a reservoir of specified storage capacity. The observed inflow rates have to be adjusted for the monthly evaporation from the reservoir surface, precipitation, seepage through the dam, inflow from adjacent basins, required releases for downstream users, sediment inflow, etc. while calculating the storage capacity of the reservoir. Conclusions: A mass curve (or Rippl diagram) is a cumulative of net reservoir inflow, the figure below shows a typical mass curve.  The slope of the mass curve at any time is a measure of the inflow at that time.  Demand lines drawn tangent to the high points of the mass curve represent rates of withdrawal from reservoir.  Maximum departure between the demand line and the mass curve represent the reservoir capacity required to satisfy the demand.  The vertical distance between successive tangents represents water wasted over the spillway. Typical mass curve Typical mass curve
  • 3. Operation and Safety of Dams …………………………...…………………………..Dr. Ammar H. Kamel 3 Example (1): Find the required storage for the following stream? Losses m3 /month Outflow (demand) m3 /month Inflow (supply) m3 /month Month 1 7 45 1 1 8 45 2 1 8 14 3 1 8 10 4 2 9 8 5 3 11 5 6 3 11 2 7 2 11 2 8 2 11 2 9 2 11 2 10 1 11 1 11 1 11 1 12 Sol: Storage m3 /month Losses m3 /month Outflow (demand) m3 /month Inflow (supply) m3 /month Month 37 1 7 45 1 73 1 8 45 2 78 1 8 14 3 79 1 8 10 4 76 2 9 8 5 67 3 11 5 6 55 3 11 2 7 44 2 11 2 8 33 2 11 2 9 22 2 11 2 10 11 1 11 1 11 0 1 11 1 12 20 117 137
  • 4. Operation and Safety of Dams …………………………...…………………………..Dr. Ammar H. Kamel 4