Lecture 6a - Runoff Prediction - Rational Method Flashcards

1
Q

Name 3 streamflow generation mechanisms.

A

Saturation Overland Flow (Direct Runoff), Return Flow (subsurface flow intersects with land surface), Baseflow (groundwater)

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2
Q

Name the stormflow hydrograph components.

A

baseflow recession, rising limb, peak, falling limb, inflection point (end of direct runoff), baseflow, direct runoff

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3
Q

What are we typically interested in when we design and size stormwater management systems?

A

surface runoff

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4
Q

What is runoff equal to?

A

runoff = effective precipitation = precipitation - abstractions

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5
Q

What types of runoff predictions could stormwater management system design require?

A

peak runoff rates, total runoff volume, complete hydrograph

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6
Q

What is time of concentration?

A

time for wave to travel from most hydraulically distant point to catchment outlet

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7
Q

What is lag time?

A

time between centroid of rainfall and peak of the response hydrograph

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8
Q

What is the rational equation mostly used for?

A

estimating peak flow rates from relatively small, urban watersheds

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9
Q

What are the 3 assumptions you need to apply the rational method?

A
  1. entire catchment area is contributing to flow at the watershed outlet, means that the duration of the storm must be equal to or greater than the time of concentration of the watershed, 2. rainfall is distributed uniformly over the entire watershed, 3. all catchment losses can be incorporated into one empirical coefficient
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10
Q

What types of flow regimes could exist along the hydraulic length?

A

sheet flow, shallow concentrated flow, channel flow

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11
Q

What is sheet flow characterized by?

A

runoff that occurs as a continuous sheet of water flowing over the land surface

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12
Q

What does shallow concentrated flow represent?

A

the channelization of overalnd flows into small rills and channels

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13
Q

Where does channel flow exist?

A

in larger watersheds where overland flows are eventually routed through larger defined stream channels

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14
Q

What are the highest and lowest water velocities?

A

highest=channel flow, lowest-sheet flow

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15
Q

When is shallow concentrated flow assumed to dominate?

A

after 100 m until the flow enters a channel

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