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
When is current metering not an accurate method of river gauging?
when the river is very shallow
26
When should dilution gauging be used?
when the river water is very shallow
27
What method is dilution gauging based on?
the two component mixing method
28
Two approaches to dilution gauging?
1. constant injection method | 2. integration/ gulp method
29
Constant injection method
a known tracer concentration is trickled into a river at a fixed rate
30
Integration/ gulp method
Involves the addition of a known volume and conc. of a tracer into the river as a single 'slug'
31
Instead of measuring spot discharge, how can continuous traces of river discharge be measured?
the structural method
32
The height of water in the river using the structural method
stage
33
``` Rating curve (structural method) ```
the relationship between a stage and several spot discharge measurements
34
Hydraulic drop
eg: river moves over a boulder and goes from a subcritical flow to a supercritical flow
35
Hydraulic jump
supercritical to subcritical flow
36
How is an accurate trace discharge calculated?
building an artificial hydraulic drop
37
Example of an artificial hydraulic drop | 2
weirs and f,lumes
38
How do weirs generate a hydraulic drop?
the water falls from a stllling pool
39
How do flumes generate a hydraulic drop?
use a constriction
40
How to measure peak discharge during a flood when only max. height is known/ river gauges are flooded
slope area methods
41
Most common slope area method
Manning equation
42
Three types of stream classification
Ephemeral rivers Intermittent channels Perennial channels
43
Ephemeral rivers
Only flow during flood events
44
Example of an ephemeral river
desert wadi
45
Intermittent channels
Will be dry for one or more seasons
46
Example of an intermittent channel
headwater channels
47
Perrenial channels
Flow all year
48
How is the return period of extreme events calculated?
using an annual maximum series, | i.e. a data series of the max. daily discharge recorded during each year
49
Flow duration curve (FDC)
a graphical method to show whether a river has a variable flow or relatively uniform flow