CE 116 Finals

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163 Terms

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Watershed Demands
Fishery, Farming, Tourism, Water Supply, Hydropower, Biodiversity
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Water Stressors
Rapid population growth, Domestic/Agri/Industrial Waste Disposals, Watershed Degradation, Climate Change,
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Water Stress
low per capita availability due to increasing population demands
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Countries vulnerable to water stress
Consumptions exceeds more than 20% available renewable supply
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Dublin Principles
Freshwater is a finite and vulnerable resource, Woman play a central role in the provision (etc) of water, Water has economic value, Water development and management should be on a participatory approach
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Challenges to WRS
Urbanization, Droughts, Climate Change, Flooding, Human Induced Factors
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Major Impacts of Increased Runoff
Increased Streamflow, Decline in runoff quality, Higher Runoff with higher pollutant, Diminished GW recharge, Flooding, Sewer overflow, Damage to stream and Aquatic Life, Destyoed habitats
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Factors affecting Urban Flood Management
No Planning Development, High Population concentration, Lack of storm and sewage water facilities, Polluted air and water, Difficulty of water supply against population, Bad public transpo
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Why are hydraulic components importart?
Planning, Flood Risk reduction, Design, Environmental Impact, Restoration
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Benefits of Dams
Cheap electricity, Flood Control, Year-round water source, Recreation and fishing in reservoir
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Disadvantages of Dams
Large water loss via evaporation, fish movement disrupted, Reservoir displaces upstream land and peiple, Downstream estuaries deprived of silt
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Groundwater Benefits
Cheap to extract, Little water loss via evaporation, Reliable water to extract
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Disadvantages of groundwater
Lower Water table, Depletion, Subsidence, Saltwater Intrusion, Chem Contamination, Reduced Streamflow
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Percentage of Agriculture usage
70%
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Percentage of Industrial Use
22%
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Percentage of Domestic Use
8%
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Industrialized Countries
Use more water for industrial use
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Food source consuming the most water
Meat
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Percentage of Water from leaks
2/3
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Effects of Reformed Water Levels
Higher Water Prices, Encourage Conservation, Incentives for Conservation, Penalties for Polluters
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Percentage of Irrigation water NOT reaching crops
60%
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More efficient Irrigation methods
Center Pivot Sprinklers, Time-controlled Irrigation, Soil Moisture detectors, Drip Irrigation
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Purposes of Water Distribution Network
Supply system users with amount of water, Supply with adequate pressure at various loading conditions
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Components of WDS
Pumping System, Distribution Storage, Distribution Piping
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Main Distribution Links
Pipe Sections
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Nodes
Either end of the pipe
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Control Valves
Regulate flow/pressure
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Pressure-Regulating Valve
Most common type of control valve
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Isolation Valves
shuts down a section of the WDS
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Distribution System Storage
Needed to equalize pump discharge
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One advantage of the Hazen-Williams equation
C is not a function of the Reynold's number but only viable for water
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Kinds of Pipe Networks
Series, Parallel, Branching
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Equivalent Pipes
Simplification of a pipe network
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Hydraulic Transients/Water Hammer
Occurs when water changes from one steady-state flow to another steady-state flow
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Water Hammers can Cause
Rupture, Pipe Collapse, Vibrations, Pipe Displacements, Vapor Cavity
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Causes of Water Hammers
Opening Closing of Valves, Flow Demand Changes, Controlled Pump Shutdown, Pump Failure, Pump start-up, Air-venting, Failure of flow on pressure regulation, Rupture
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Ep (pipe modulus of elasticity)
incremental stress over increment deformation
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Methods to control transients
Pump-control valves, Air chambers, Surge tanks, Valves, High-pressure-rated equipment
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Embankment/Broad-fill Conditions
portion of the weight of teh adjacent prisms of fill transferred to central prism by shear
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Forces at Bends and Changes in Cross-section
change in direction or magnitude of velocity causes change in momentum
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Temperature Stress
causes by large changes in temps
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Pump head-characteristic Curve
Graphical representation of the total dynamic head vs discharge pump can supply
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Single Main Distribution
One main serves both street sides
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410 kPa
recommended fire pressure
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Price Elasticity of Demand
Willingness of consumers to give up water due to rising prices
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Factors that influence water demand
Climate, Source Substitution, Water using equipment, Water supply system, Demographics and Land Use
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Factors on Water Availability and Use
Water quantity and quality, Water Demands, Water Law, Regulations, Economic Factors, Water Works Infra
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Allocations for east and west zones
40% for east, 60% for west
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Pump
adds energy to a fluid, increasing pressure
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Turbine
Extracts energy from water
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Three Basic Elements for Power Generation
Means to create Head, Conduit to convey Water, Power Plant
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Draft Tubes
convey water from discharge side to tailrace
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Tailrace
maintains minimum tailwater elevation below power plant and keeps draft tube submerged
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Forebay
Regulating reservoir that store water
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Forebay facilitates
Low approach velocity to intake, surge reduction, sediment removal, storage
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Impulse Turbine/Tangential Water-wheel/Pelton Wheel
free jet of water impinges on tge revolving element
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Reaction Turbine/Francis Turbines
flow takes place in closed chamber
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Fixed-blade Propeller Turbines
Water passes propeller axially
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Kapalan Turbines
adjustable pitch blades
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Tubular Turbines
guide vane assembly in line
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Bulb turbines
Horizontal axial flow
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Cavitation in turbines \___
causes pitting, mechanical vibration, loss of efficiency
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Cavitation Index
Susceptibility to cavitation
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True or False: susceptibility to cavitation changes with speed of impeller
true, greater speed means greater relative velocities
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Trend of Hydraulic Turbine design is towards \___
Higher specific speed and smaller machines for the same design requirements and output
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True or False: two turbines of identical geometric shape but of differing size will have the same efficiency
True, if phi values are the same
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Positive-displacement Machines
Closed volume to squeeze or suck fluid (heart)
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Dynamic (centrifugal Machines)
No closed volumes, rotating blades extract energy
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Fans
low pressure gradient, high volume flow
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Blower
Medium pressure gradient and flow rate
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Compressor
High pressure gradient but low volume flow rate
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3 Types of Dynamic Pumps
Radial, Axial, Mixed-Flow
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Dynamic Pumps have the following types\____
Centrifugal, Mixed-Flow, Axial
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Multistage Pumps
Have more than one impeller stage
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Total Dynamic Head
Head against which a pump must operate
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Cavitation
when absolute pressure at pump inlet decreases below vapor pressure of fluid
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Net Positive Suction Head
absolute dynamic head
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Pump Head-characteristic Head
Total dynamic head vs discharge pump can supply
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Shutoff Head
head output at zero discharge
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Normal Discharge/Rated Capacity
Q or H where pump is operating at most efficient
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For pumps in parallel, curves are added\___
horizontally
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For pumps in series, curves are added\___
vertically
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Economic Justification
comparing plant with equivalent plant using other resources
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True or False: HEP can stand alone
False
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Load for the peak day of the year\___
determines required generating capacity
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Load Factor
ratio of average load to peak load
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Higher load factors means prices \____
are cheaper
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Gross Head
total difference in elevation between water surface in the stream at diversion and water surface in stream
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Net or Effective Head
head available for energy production after losses
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Hydraulic Efficiency
ratio of net head to gross head
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Capacity
maximum power which can be developed at normal head with full flow
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Firm Power
100% expected power delivery
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Design Head
head at maximum efficiency
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Rated Head
head at which rated power is obtained when the wicker gates are fully open
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Rated Discharge
Discharge when wicket gates fully open
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Power rule curve
Defined as a curve or family of curves how a reservoir is to be operated under specific conditions
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Which Island Group has highest System Capacity?
Luzon
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Highest Plant Type portion in Luzon
Coal
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Highest Plant Type Portion in Visayas
Geothermal
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Highest Plant Type Portion in Mindanao
Hydro