Hydrology Unit Hydrograph Quiz
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Questions and Answers

What is the total flow at hour 12 in the 3hr unit hydrograph from the given data?

  • 132 cu.meter/second
  • 75 cu.meter/second
  • 210 cu.meter/second
  • 180 cu.meter/second (correct)
  • How much additional flow does a 4 cm excess rainfall contribute at hour 6, assuming a base flow of 15 cu.meter/second?

  • 105 cu.meter/second
  • 90 cu.meter/second
  • 75 cu.meter/second (correct)
  • 60 cu.meter/second
  • Which hour shows a decrease in the flow rate from the previous hour for the 3hr unit hydrograph?

  • 15 hours
  • 12 hours
  • 21 hours
  • 18 hours (correct)
  • What is the flow rate at hour 45 in the 3hr unit hydrograph based on the provided data?

    <p>33 cu.meter/second (A)</p> Signup and view all the answers

    What is the base flow amount that must be added to derive the DRH for the given excess rainfall?

    <p>15 cu.meter/second (D)</p> Signup and view all the answers

    Which group has the highest runoff potential?

    <p>Group D (A)</p> Signup and view all the answers

    Which of the following is NOT a factor considered in determining hydrologic condition?

    <p>Amount of precipitation (C)</p> Signup and view all the answers

    What is the range of runoff potential for a watershed with a moderately low runoff potential?

    <p>0.15 – 0.30 in/hr (D)</p> Signup and view all the answers

    What is the primary focus of 'land treatment' in the context of watershed management?

    <p>Managing agricultural land to reduce runoff and improve infiltration (D)</p> Signup and view all the answers

    Which of the following factors would likely contribute to a poor hydrologic condition?

    <p>Presence of impervious surfaces like roads (B)</p> Signup and view all the answers

    What does the observed hydrograph represent in this context?

    <p>Flood response of the basin to rainfall (D)</p> Signup and view all the answers

    What is the purpose of deriving a unit hydrograph from a direct runoff hydrograph?

    <p>To analyze flood characteristics independent of rainfall (B)</p> Signup and view all the answers

    How is the direct runoff hydrograph (DRH) calculated?

    <p>By subtracting base flow from the observed hydrograph (C)</p> Signup and view all the answers

    What does the base flow represent in the derivation process?

    <p>The portion of flow not attributed to direct runoff (B)</p> Signup and view all the answers

    What is indicated by the ordinates of the unit hydrograph?

    <p>The excess runoff per unit of effective rainfall (B)</p> Signup and view all the answers

    At what time does the observed hydrograph peak according to the data?

    <p>24 hours (C)</p> Signup and view all the answers

    What happens to the ordinates of the unit hydrograph as time progresses following the peak?

    <p>They gradually decrease (D)</p> Signup and view all the answers

    What is the purpose of dividing the ordinates of the direct runoff hydrograph by excess rainfall?

    <p>To derive the unit hydrograph (A)</p> Signup and view all the answers

    What is the primary purpose of the 'rising limb' of a hydrograph?

    <p>To represent the period of increasing discharge due to rainfall infiltration. (B)</p> Signup and view all the answers

    What is the significance of the 'peak discharge' in a hydrograph?

    <p>It marks the highest rate of flow during a rainfall event, often used for design purposes. (A)</p> Signup and view all the answers

    What does the 'recession limb' of a hydrograph primarily depict?

    <p>The gradual decrease in discharge after a rainfall event. (B)</p> Signup and view all the answers

    What is a hydrograph?

    <p>A graph showing the rate of flow (discharge) versus time at a specific point in a river. (A)</p> Signup and view all the answers

    What type of information is conveyed by a hydrograph?

    <p>The rate of flow (discharge) of water over time at a specific point. (C)</p> Signup and view all the answers

    Which of the following is NOT a topic discussed in the context of rainfall-runoff relation?

    <p>Precipitation Intensity (C)</p> Signup and view all the answers

    What is the goal of 'hydrograph separation'?

    <p>Differentiating between surface runoff and baseflow in the hydrograph. (C)</p> Signup and view all the answers

    Which methods are mentioned in the text for estimating runoff?

    <p>Rational Method and SCS Curve Method (B)</p> Signup and view all the answers

    What does the curve number (CN) represent in hydrology?

    <p>A dimensionless number reflecting soil and cover conditions (A)</p> Signup and view all the answers

    Which of the following is NOT an advantage of the SCS Curve Method?

    <p>High computational demand (C)</p> Signup and view all the answers

    What factor is NOT considered when evaluating the hydraulic condition for SCS Runoff?

    <p>Soil temperature (B)</p> Signup and view all the answers

    In the SCS Curve method formula, what does 'S' represent?

    <p>Potential maximum retention after runoff begins (D)</p> Signup and view all the answers

    Which land surface characteristics contribute to a good Curve Number assessment?

    <p>More than 75% ground cover with light grazing (C)</p> Signup and view all the answers

    What is the range of values for the Curve Number?

    <p>0 to 100 (D)</p> Signup and view all the answers

    Which of the following statements about the hydrologic soil groups is TRUE?

    <p>There are four distinct hydrologic soil groups (B)</p> Signup and view all the answers

    What does the term 'impervious surfaces' refer to in regard to the Curve Number?

    <p>Surfaces that do not allow water to penetrate (C)</p> Signup and view all the answers

    What does the abbreviation "ER" most likely represent in the table and graph?

    <p>Effective Rainfall (D)</p> Signup and view all the answers

    What is the relationship between the "meter / second" values and the "DRH" curves in the graph?

    <p>The 'meter / second' values represent the peak flow rates in the DRH curves. (C)</p> Signup and view all the answers

    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"?

    <p>Cubic meters per second (C)</p> Signup and view all the answers

    Based on the data shown, what is the approximate peak flow rate for a 2 cm ER event?

    <p>600 meters/second (A)</p> Signup and view all the answers

    Based on the data presented, what is the general trend observed in the flow rate as the ER value increases?

    <p>The flow rate increases proportionally to the ER. (D)</p> Signup and view all the answers

    According to the table, which time interval experiences the most significant change in flow rate during the 4 cm ER event?

    <p>12-15 hours (D)</p> Signup and view all the answers

    What information is likely to be most useful for accurately predicting a DRH curve for an ER event?

    <p>All of the above (D)</p> Signup and view all the answers

    The Rational Method, mentioned in the text, is likely used for what purpose in the context of the provided data?

    <p>To estimate the peak flow rate for a specific ER event. (C)</p> Signup and view all the answers

    Flashcards

    Hydrology

    The study of water movement and distribution on Earth.

    Hydrologic Cycle

    The continuous movement of water through evaporation, condensation, and precipitation.

    Hydrograph

    A graph showing the flow rate of water over time at a specific location.

    Discharge

    The volume of water flowing per unit time at a specific point.

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    Rising Limb

    The part of the hydrograph that shows increasing discharge after a rain event.

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    Peak Discharge

    The maximum rate of flow in a hydrograph.

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    Recession Limb

    The portion of the hydrograph after peak discharge where flow decreases.

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    Runoff Estimation Methods

    Techniques like the rational method and SCS Curve Method to predict runoff.

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    Unit Hydrograph (UH)

    A hydrograph representing the response of a watershed to a unit of rainfall excess.

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    Direct Runoff Hydrograph (DRH)

    A hydrograph that shows direct runoff from excess rainfall, excluding base flow.

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    Base Flow

    The sustained flow in a stream or river, resulting from groundwater seepage.

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    Excess Rainfall

    Rainfall amount that exceeds the initial abstraction and contributes to runoff.

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    Cubic Meters per Second (cu.m/sec)

    A unit of measurement for flow rate representing cubic meters of water flowing per second.

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    Runoff Hydrograph

    Graph showing water flow from a basin over time following rainfall.

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    DRH (Direct Run-off Hydrograph)

    The portion of the hydrograph representing direct runoff after subtracting base flow.

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    Ordinates of Hydrograph

    Values on the hydrograph that indicate flow rates at specific times.

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    6-Hour Unit Hydrograph

    Unit hydrograph derived from direct runoff over a 6-hour period.

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    Direct Run-off Hydrograph Calculation

    Calculating direct runoff by subtracting base flow from the observed hydrograph.

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    Meter / Second

    A unit of measurement for velocity, indicating distance traveled in meters per second.

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    ER (Effective Rainfall)

    The amount of rainfall that contributes to surface runoff after absorption and evaporation losses.

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    Rational Method

    A technique used to estimate peak surface runoff for drainage structure design.

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    Peak Surface Runoff Rate

    The maximum rate at which water flows over land after rainfall.

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    Drainage Structure

    Built systems designed to manage water runoff, including sewers and ponds.

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    Storm Water Detention Pond

    A pond designed to temporarily hold stormwater runoff and release it slowly.

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    Surface Runoff

    Water that flows over the land surface after precipitation.

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    Design of Drainage Structures

    The process of creating systems to manage stormwater effectively, ensuring safety and functionality.

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    SCS Curve Method

    A method to estimate runoff using rainfall and soil retention data.

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    Runoff (Q)

    The amount of water that runs off the surface after rainfall.

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    Rainfall (P)

    The depth of rain that falls over a period, also in inches.

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    Potential Maximum Retention (S)

    The maximum amount of water a soil can retain after runoff starts.

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    Curve Number (CN)

    A dimensionless number that reflects soil and land cover conditions for runoff.

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    Hydrologic Soil Groups

    Classification of soils based on their runoff-producing properties.

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    Advantages of SCS Method

    Reliable, efficient, and uses readily available input data.

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    Composite CN

    A combined runoff curve number for different land cover types.

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    Runoff Potential A

    Lowest runoff potential greater than 0.30 in/hr.

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    Runoff Potential B

    Moderately low runoff potential between 0.15 – 0.30 in/hr.

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    Runoff Potential C

    Moderately high runoff potential between 0.05 – 0.15 in/hr.

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    Runoff Potential D

    Highest runoff potential between 0 – 0.05 in/hr.

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    Hydrologic Condition Factors

    Factors affecting infiltration and runoff include vegetation, cover, and roughness.

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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.

    • The rate of flow is typically measured in cubic meters per second (cms) or cubic feet per second (cfs).

    • Hydrographs are vital in designing sewage and surface water systems.

    • 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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    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.

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