Podcast
Questions and Answers
What is the total flow at hour 12 in the 3hr unit hydrograph from the given data?
What is the total flow at hour 12 in the 3hr unit hydrograph from the given data?
How much additional flow does a 4 cm excess rainfall contribute at hour 6, assuming a base flow of 15 cu.meter/second?
How much additional flow does a 4 cm excess rainfall contribute at hour 6, assuming a base flow of 15 cu.meter/second?
Which hour shows a decrease in the flow rate from the previous hour for the 3hr unit hydrograph?
Which hour shows a decrease in the flow rate from the previous hour for the 3hr unit hydrograph?
What is the flow rate at hour 45 in the 3hr unit hydrograph based on the provided data?
What is the flow rate at hour 45 in the 3hr unit hydrograph based on the provided data?
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What is the base flow amount that must be added to derive the DRH for the given excess rainfall?
What is the base flow amount that must be added to derive the DRH for the given excess rainfall?
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Which group has the highest runoff potential?
Which group has the highest runoff potential?
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Which of the following is NOT a factor considered in determining hydrologic condition?
Which of the following is NOT a factor considered in determining hydrologic condition?
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What is the range of runoff potential for a watershed with a moderately low runoff potential?
What is the range of runoff potential for a watershed with a moderately low runoff potential?
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What is the primary focus of 'land treatment' in the context of watershed management?
What is the primary focus of 'land treatment' in the context of watershed management?
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Which of the following factors would likely contribute to a poor hydrologic condition?
Which of the following factors would likely contribute to a poor hydrologic condition?
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What does the observed hydrograph represent in this context?
What does the observed hydrograph represent in this context?
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What is the purpose of deriving a unit hydrograph from a direct runoff hydrograph?
What is the purpose of deriving a unit hydrograph from a direct runoff hydrograph?
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How is the direct runoff hydrograph (DRH) calculated?
How is the direct runoff hydrograph (DRH) calculated?
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What does the base flow represent in the derivation process?
What does the base flow represent in the derivation process?
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What is indicated by the ordinates of the unit hydrograph?
What is indicated by the ordinates of the unit hydrograph?
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At what time does the observed hydrograph peak according to the data?
At what time does the observed hydrograph peak according to the data?
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What happens to the ordinates of the unit hydrograph as time progresses following the peak?
What happens to the ordinates of the unit hydrograph as time progresses following the peak?
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What is the purpose of dividing the ordinates of the direct runoff hydrograph by excess rainfall?
What is the purpose of dividing the ordinates of the direct runoff hydrograph by excess rainfall?
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What is the primary purpose of the 'rising limb' of a hydrograph?
What is the primary purpose of the 'rising limb' of a hydrograph?
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What is the significance of the 'peak discharge' in a hydrograph?
What is the significance of the 'peak discharge' in a hydrograph?
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What does the 'recession limb' of a hydrograph primarily depict?
What does the 'recession limb' of a hydrograph primarily depict?
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What is a hydrograph?
What is a hydrograph?
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What type of information is conveyed by a hydrograph?
What type of information is conveyed by a hydrograph?
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Which of the following is NOT a topic discussed in the context of rainfall-runoff relation?
Which of the following is NOT a topic discussed in the context of rainfall-runoff relation?
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What is the goal of 'hydrograph separation'?
What is the goal of 'hydrograph separation'?
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Which methods are mentioned in the text for estimating runoff?
Which methods are mentioned in the text for estimating runoff?
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What does the curve number (CN) represent in hydrology?
What does the curve number (CN) represent in hydrology?
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Which of the following is NOT an advantage of the SCS Curve Method?
Which of the following is NOT an advantage of the SCS Curve Method?
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What factor is NOT considered when evaluating the hydraulic condition for SCS Runoff?
What factor is NOT considered when evaluating the hydraulic condition for SCS Runoff?
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In the SCS Curve method formula, what does 'S' represent?
In the SCS Curve method formula, what does 'S' represent?
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Which land surface characteristics contribute to a good Curve Number assessment?
Which land surface characteristics contribute to a good Curve Number assessment?
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What is the range of values for the Curve Number?
What is the range of values for the Curve Number?
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Which of the following statements about the hydrologic soil groups is TRUE?
Which of the following statements about the hydrologic soil groups is TRUE?
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What does the term 'impervious surfaces' refer to in regard to the Curve Number?
What does the term 'impervious surfaces' refer to in regard to the Curve Number?
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What does the abbreviation "ER" most likely represent in the table and graph?
What does the abbreviation "ER" most likely represent in the table and graph?
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What is the relationship between the "meter / second" values and the "DRH" curves in the graph?
What is the relationship between the "meter / second" values and the "DRH" curves in the graph?
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Assuming the values in the table represent flow rates, what is the likely unit for the numbers under columns "(2) * ER", "(3) * ER", and "(4) * ER"?
Assuming the values in the table represent flow rates, what is the likely unit for the numbers under columns "(2) * ER", "(3) * ER", and "(4) * ER"?
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Based on the data shown, what is the approximate peak flow rate for a 2 cm ER event?
Based on the data shown, what is the approximate peak flow rate for a 2 cm ER event?
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Based on the data presented, what is the general trend observed in the flow rate as the ER value increases?
Based on the data presented, what is the general trend observed in the flow rate as the ER value increases?
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According to the table, which time interval experiences the most significant change in flow rate during the 4 cm ER event?
According to the table, which time interval experiences the most significant change in flow rate during the 4 cm ER event?
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What information is likely to be most useful for accurately predicting a DRH curve for an ER event?
What information is likely to be most useful for accurately predicting a DRH curve for an ER event?
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The Rational Method, mentioned in the text, is likely used for what purpose in the context of the provided data?
The Rational Method, mentioned in the text, is likely used for what purpose in the context of the provided data?
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Flashcards
Hydrology
Hydrology
The study of water movement and distribution on Earth.
Hydrologic Cycle
Hydrologic Cycle
The continuous movement of water through evaporation, condensation, and precipitation.
Hydrograph
Hydrograph
A graph showing the flow rate of water over time at a specific location.
Discharge
Discharge
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Rising Limb
Rising Limb
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Peak Discharge
Peak Discharge
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Recession Limb
Recession Limb
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Runoff Estimation Methods
Runoff Estimation Methods
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Unit Hydrograph (UH)
Unit Hydrograph (UH)
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Direct Runoff Hydrograph (DRH)
Direct Runoff Hydrograph (DRH)
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Base Flow
Base Flow
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Excess Rainfall
Excess Rainfall
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Cubic Meters per Second (cu.m/sec)
Cubic Meters per Second (cu.m/sec)
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Runoff Hydrograph
Runoff Hydrograph
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DRH (Direct Run-off Hydrograph)
DRH (Direct Run-off Hydrograph)
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Ordinates of Hydrograph
Ordinates of Hydrograph
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6-Hour Unit Hydrograph
6-Hour Unit Hydrograph
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Direct Run-off Hydrograph Calculation
Direct Run-off Hydrograph Calculation
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Meter / Second
Meter / Second
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ER (Effective Rainfall)
ER (Effective Rainfall)
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Rational Method
Rational Method
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Peak Surface Runoff Rate
Peak Surface Runoff Rate
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Drainage Structure
Drainage Structure
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Storm Water Detention Pond
Storm Water Detention Pond
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Surface Runoff
Surface Runoff
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Design of Drainage Structures
Design of Drainage Structures
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SCS Curve Method
SCS Curve Method
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Runoff (Q)
Runoff (Q)
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Rainfall (P)
Rainfall (P)
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Potential Maximum Retention (S)
Potential Maximum Retention (S)
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Curve Number (CN)
Curve Number (CN)
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Hydrologic Soil Groups
Hydrologic Soil Groups
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Advantages of SCS Method
Advantages of SCS Method
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Composite CN
Composite CN
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Runoff Potential A
Runoff Potential A
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Runoff Potential B
Runoff Potential B
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Runoff Potential C
Runoff Potential C
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Runoff Potential D
Runoff Potential D
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Hydrologic Condition Factors
Hydrologic Condition Factors
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Study Notes
Preface
- This module aims to provide a detailed presentation of hydrology theory and application.
- It covers the hydrologic cycle and processes like precipitation, evaporation, infiltration, overland flow, groundwater flow, and surface runoff generation.
- The module's development accounted for feedback from a peer reviewer and other faculty members to ensure quality.
Unit 7: Rainfall-Runoff Relation
Intended Learning Outcomes
- Define and describe basic principles related to rainfall-runoff relationships.
- Solve problems related to rainfall-runoff relationships.
Introduction
- The chapter discusses rainfall-runoff relations, including hydrographs, hydrograph separation, unit hydrographs, rational methods, and SCS curve methods.
Topics
Definition of Hydrograph
-
A hydrograph is a graph that displays the rate of flow (discharge) over time at a specific point in a river, channel, or conduit.
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The rate of flow is typically measured in cubic meters per second (cms) or cubic feet per second (cfs).
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Hydrographs are vital in designing sewage and surface water systems.
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Components of Hydrograph:
- Discharge: the rate of flow at a specific location in a water body.
- Rising limb: the part of the hydrograph where discharge increases due to rainfall.
- Peak discharge: the maximum discharge rate during a rainfall event.
Hydrograph Separation
- Methods:
- Simple method: draw a line tangential to both limbs at their lower portions.
- Extended method: extend the recession curve prior to the storm up to the peak of the hydrograph.
Runoff Coefficient, C
- Represents the fraction of rainfall converted into runoff.
- This value varies based on the watershed's nature (e.g., impervious surfaces, clay soil, etc.).
The Design Rainfall Intensity
- The intensity needed to estimate peak runoff rate for design.
- Determined from intensity-duration-frequency data.
SCS Curve Method
- Equation: Q = (P − 0.2S)²/(P + 0.8S), where:
- Q: Runoff
- P: Rainfall
- S: Potential maximum retention before runoff begins
- CN: Curve number
- Curve numbers (CN) reflect soil and land cover conditions. Values can be found in tables.
Assessment (Test I & II)
- Test I: Questions covering components, types, separation, and unit hydrographs of hydrographs.
- Test II: Solving problems using the concepts described.
- Includes time-based data to calculate values with the appropriate equations.
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Description
Test your knowledge on the 3-hour unit hydrograph and related hydrology concepts. This quiz covers total flow calculations, contributions from excess rainfall, flow rate decreases, and the base flow necessary for deriving the Direct Runoff Hydrograph (DRH). Enhance your understanding of hydrological data analysis.