Hydrological Design for Reservoirs and Dams Flashcards

1
Q

What factor need to be considered when choosing the design return period?
What does a longer design period result in?

A

Cost and damage!
Longer design period =
Increases initial project cost
Less damage costs if a flood occurs

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2
Q

What is a reservoir and how are they created?

A

Artificial lake to store water.
Made by creating a dam which once completed river naturally fills reservoir

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3
Q

What are the 3 types of reservoirs for water supply? Describe each

A

A) Direct Supply Reservoir
Impounding of a gravity inflow and the piping of outflow to supply. Reservoir is built on river and directly supplied.

B) Pumped Reservoir
Reservoir inflow is from pumping. Reservoir is built off river in a nearby valley and filled by pumping from river. Aqueduct to supply is direct from reservoir.

C) Regulating Reservoir
Impounding water (reservoir) is upstream of abstraction point. It regulates flow to the downstream aqueduct and saving costs on this component.

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4
Q

What is the basic design procedure for finding the required reservoir storage and dam height for a water supply project

A
  1. Estimate water demand based on population and other factors.
  2. Select potential dam sites based on a contour map
  3. Check if river flow is sufficient to meet demand
  4. Calculate the reservoir size and dam height required
  5. Select final site based on other factors such as economic, geological and environmental.
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5
Q

What 5 categories is water demand divided into?

A

Domestic
Trade
Agricultural
Public
Losses

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6
Q

How is abstraction rate calculated?

A

population x water consumption

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7
Q

What is compensation flow?

A

Minimum flow to be released from the reservoir to compensate the downstream water demand for people and ecosystems

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8
Q

How is water demand calculated?

A

Safety Factor x (Abstraction Rate + Compensation Flow)

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9
Q

What is catchment yield?

A

Portion of precipitation on a catchment which can be collected for use

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10
Q

What is a project requirement when comparing average river flow with water demand?

A

Average Flow > Water Demand

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11
Q

What is safe yield?

A

Minimum yield recorded for a given past period.

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12
Q

What is abstraction?

A

Intended or actual quantity of water withdrawn for use

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13
Q

What is firm yield?

A

Mean annual rate of release of water through the reservoir which can be guaranteed.

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14
Q

When is a reservoir not required?

A

When minimum flow of stream is well above the minimum abstraction which must be satisfied by the project.

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15
Q

What is firm yield related to and what is the firm yield limit?

A

Larger reservoir storage = larger firm yield
Firm yield can never be greater than mean inflow to reservoir

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16
Q

How does flow variability effect a reservoir’s design?

A

Higher flow variability means reservoir capacity needs to increase so it can redistribute water when there is less inflow.

17
Q

What is a reservoir used for?

A

Retaining excess water from periods of high flow for use during periods of low flow

18
Q

What are an impounding reservoir’s 2 functions?

A

a) impound water for beneficial use
b) attenuate flood flows

19
Q

What must be considered when estimating a reservoir’s storage and yield?

A

a) Reservoir presents a water surface for evaporation causing losses
b) Possibility of large seepage losses
c) People and ecosystems downstream may be entitled to a certain flow (compensation flow)

Water must be added to abstraction to account for these extra uses of water flow when finding reservoir storage.

20
Q

What are the 3 approaches to estimating the required reservoir storage?

A

Mass Curve Method
Water Balance Method
Synthetic Minimum Flow Method

21
Q

What is a mass curve of supply?
What is required to make one?

A

A curve showing the total (cumulative) volume entering a reservoir site over a certain time period (years).
Flow data records

22
Q

Describe the method of calculating a reservoir’s storage using the Mass Curve Method

A
  1. Tabulate and plot accumulated flow with time (FL)
  2. Compute mean flow
  3. Add a demand line (DL)
    a) MC gradient > DL gradient = reservoir filling
    b) MC gradient < DL gradient = reservoir emptying
  4. Add DL tangent to FL peaks and troughs
  5. Find largest C - the distance between demand line and trough
  6. From largest C extend line past FL and find distance from DL to next peak. This is the required storage.
23
Q

How is the Water Balance Method similar to the Mass Curve Method?

A

Uses same approach but in a table instead of graph

24
Q

Describe the method of calculating a reservoir’s storage and spillage using the Water Balance Method

A

Create a table with the following columns:
No. of Measurement
Year of Measurement
Q (m3/s) of inflow
Demand (m3/s) - generally constant after Year 0
Difference (Q - D)
Accumulated difference with max and to be added to be 15.5m3/s
Spillage (Accumulated - Storage)
Water in Reservoir (Accumulated - Spillage)

25
How do you find when a reservoir is full in months for the water balance method?
Find when spillage > 0 Difference flow of spillage year = F Find F/12 to find m3/month (Q) Month which reservoir is full = (S - PAS) / Q S = reservoir storage PAS = past year's accumulated storage
26
How do you find the amount of months spillage occurs in the water balance method?
Sy = Spillage of year y Dy = Difference Flow of year y N_months = SUM{Sy / Dy} x 12 If previous year is already full set entry equal to 1
27
What does a reservoir storage have to satisfy in terms of water demand?
Has to satisfy water demand in a dry month with 100 year return period. Normally satisfies 100-year return period of up to 11 months of cumulative dryness
28
What is the Synthetic Minimum Flow Method based on?
Probability analysis and synthetic flow data.
29
Describe the method of calculating a reservoir's storage and spillage using the Synthetic Minimum Flow Method
1. Collect long monthly flow record 2. Select lowest monthly flow of each year 3. Rank minimum monthly values starting with driest 4. Convert flow to runoff volume in m3 5. Calculate return period of each rank using T = (n+1)/m where n is amount of data points and m is rank 6. Plot return periods against minimum runoff on log paper 7. Draw line of best fit 8. Read value for 100 year return period from fitted line 9. Repeat process for driest 2 months for each years data, then 3 months... then 11 months 10. Draw a synthetic mass curve from the cumulative 100-year minimum runoff 11. Strike a tangent line with the gradient of the water demand to the curve 12. Storage = negative y-intercept
30
How is the relationship between dam height and reservoir storage represented? What is it based on? What does a high dam height mean for water storage?
A Elevation-Storage curve graph in which dam height can be read off if we know the reservoir storage. Based on topographic surveys. Higher dam height = more storage
31
What does elevation refer to in a Elevation-Storage curve?
Normal level that is the maximum elevation to which the reservoir surface will rise during ordinary operating conditions.
32
What are the normal level of a reservoir normally determined by?
Elevation of spillway crest or gates
33
What is the minimum level of a reservoir? Why is minimum level not base of reservoir?
Lowest elevation to which a reservoir is to be drawn under normal conditions. A dead storage is required to allow for sediments to settle.
34
How is the useful storage of a reservoir determined?
Storage volume between the minimum and normal level
35
How is the dead storage of a reservoir determined? When must we remember to consider this?
Storage volume below minimum level. When calculating the total dam height this level must be added to it!