River discharge (fact sheets 9,10,11) Flashcards

1
Q

Storm hydrograph

A

A river’s response to precipitation moderated by catchment characteristics

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2
Q

Stages of a storm hydrograph

4

A

rising stage, peak, recession limb, falling stage

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3
Q

‘Time to peak’

A

the time from the centroid of the rainfall event to the hydrograph peak

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4
Q

Catchment characteristics that affect the shape of the river hydrograph
7

A

basin shape, basin area, drainage density, basin or channel slope, vegetation type, infiltration, catchment storage

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5
Q
Basin shape
(Catchment characteristics that affect the shape of the river hydrograph)
A

elongated catchments have a more damped hydrograph

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6
Q
Basin area
(Catchment characteristics that affect the shape of the river hydrograph)
A

double the area, double the hydrograph peak

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7
Q
Drainage density
(Catchment characteristics that affect the shape of the river hydrograph)
A

length of river channel per unit catchment area,
an increase in drainage density gives an increase in the channel intercepting subsurface water, giving increased flashiness

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8
Q

Basin or channel slope

Catchment characteristics that affect the shape of the river hydrograph

A

increase the slope, increase the rate at which water moves through the catchment

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9
Q
Vegetation type
(Catchment characteristics that affect the shape of the river hydrograph)
A

conifer forest evapotranspires greater volumes of water than does grassland, and therefore may damp hydrographs

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10
Q

Infiltration

Catchment characteristics that affect the shape of the river hydrograph

A

low infiltration surfaces increases river flashiness

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11
Q
Catchment storage
(Catchment characteristics that affect the shape of the river hydrograph)
A

eg: chalk aquifers have a high storage and, therefore, damp hydrograph response

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12
Q

how can the flashiness of a river be characterised numerically?

A

hydrograph separation

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13
Q

methods of hydrograph separation

3

A
  1. straight-line separation
  2. the Hursh and Brater method
  3. Hibbert method (most common)
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14
Q

The Hibbert method for separating the hydrograph

A

a separation line with a slope increasing at a rate… (?)

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15
Q

What is river discharge measured in

A

cumecs

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16
Q

Spot discharge

A

river discharge at one point in time

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17
Q

Ways to measure river discharge

3

A
  1. volumetric gauging
  2. float gauging
  3. current metering
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18
Q

Volumetric gauging, in order to measure spot discharge

A

only possible with small river flows or indirectly with the velocity-area methods float gauging and current metering

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19
Q

Float gauging, in order to measure spot discharge

A

involves measuring the velocity of a neutral buoyancy object (eg: orange) and multiplying this by the average cross-sectional area of the river

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20
Q

Why should float gauging be reduced by a coefficient?

in order to measure spot discharge

A

because the objects float close to the river surface, which is faster than the average velocity of the water profile

21
Q
Current metering
(in order to measure spot discharge)
A

the rotation of a current meter’s impeller gives the local water velocity following application of a calibration equation, measurements should be made at difference depths to cope with vertical velocity

22
Q

How can the transverse distribution of water velocity be characterised?

A

dividing the channel cross section into segments

23
Q

What are the edges of segments called when dividing the channel into cross sections?
and their use?

A

verticals,

the locations at which the measurements are to calculate profile-average velocity should be made

24
Q

Two methods to calculate discharge for each segment?

A

‘mean section method’ or ‘mid section method’

25
Q

When is current metering not an accurate method of river gauging?

A

when the river is very shallow

26
Q

When should dilution gauging be used?

A

when the river water is very shallow

27
Q

What method is dilution gauging based on?

A

the two component mixing method

28
Q

Two approaches to dilution gauging?

A
  1. constant injection method

2. integration/ gulp method

29
Q

Constant injection method

A

a known tracer concentration is trickled into a river at a fixed rate

30
Q

Integration/ gulp method

A

Involves the addition of a known volume and conc. of a tracer into the river as a single ‘slug’

31
Q

Instead of measuring spot discharge, how can continuous traces of river discharge be measured?

A

the structural method

32
Q

The height of water in the river using the structural method

A

stage

33
Q
Rating curve
(structural method)
A

the relationship between a stage and several spot discharge measurements

34
Q

Hydraulic drop

A

eg: river moves over a boulder and goes from a subcritical flow to a supercritical flow

35
Q

Hydraulic jump

A

supercritical to subcritical flow

36
Q

How is an accurate trace discharge calculated?

A

building an artificial hydraulic drop

37
Q

Example of an artificial hydraulic drop

2

A

weirs and f,lumes

38
Q

How do weirs generate a hydraulic drop?

A

the water falls from a stllling pool

39
Q

How do flumes generate a hydraulic drop?

A

use a constriction

40
Q

How to measure peak discharge during a flood when only max. height is known/ river gauges are flooded

A

slope area methods

41
Q

Most common slope area method

A

Manning equation

42
Q

Three types of stream classification

A

Ephemeral rivers
Intermittent channels
Perennial channels

43
Q

Ephemeral rivers

A

Only flow during flood events

44
Q

Example of an ephemeral river

A

desert wadi

45
Q

Intermittent channels

A

Will be dry for one or more seasons

46
Q

Example of an intermittent channel

A

headwater channels

47
Q

Perrenial channels

A

Flow all year

48
Q

How is the return period of extreme events calculated?

A

using an annual maximum series,

i.e. a data series of the max. daily discharge recorded during each year

49
Q

Flow duration curve (FDC)

A

a graphical method to show whether a river has a variable flow or relatively uniform flow