Stream measurements

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Last updated 6:15 PM on 3/25/26
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80 Terms

1
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____ measurements are used as an estimate of flow rate

indirect

2
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what does the accuracy of stream measurements depends on

method and procedures used for estimation

3
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what will the accuracy of discharge estimates be limited by if done properly

range of instrument and human error

4
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what curve is developed when measuring streamflow

rating curve (gauge height vs Q)

5
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what device is used to measure stream velocity

current meter

6
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what is the speed of the current meter propertional to

flow velocity

7
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when is it appropriate to take 1 velocity measurement? two measurements?

1 measure - for shallow streams (less than 0.70m)

2 measure - for deeper streams (over 0.70 m)

8
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at what % of the total depth are velocity measurements taken in shallow stream? deeper stream?

shallow at 60% of depth

deeper at 20% and 80%

9
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is velocity faster at the surface or bottom of a river

at surface

10
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what is the most common velocity measurement instrument

Price AA current meter

11
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what are advantages of the rod mounted instrument over the price meter? disadvantages?

ad

  • can measure velocity in 2D and 3D

  • measure wider velocity range

  • measure in shallower water

dis

  • cost $10 000 per unit

  • affected by entrained air

  • affected by high and low suspended particles

  • takes same time as price meter to measure velocity

12
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what instrument is used to measure velocity underneath ice

smaller meter with polymer rotor wheel

13
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how are rating curves developed

using measurements of discharge and gauge height in a stream

14
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what must be determined for measuring discharge

velocity and gauge height

15
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how many verticals should be taken at any given measuring section in a stream

at least 20

16
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what velocity measurement can be used if equipment fail

float method

17
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what is the float method

measuring the time it takes for an object to flow down a known length of a stream

18
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why is velocity slower at the bed of a stream

because of friction

19
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what friction correction factor should be used for rough rocky bottoms? smooth muddy, sandy or bedrock bottoms?

rough - 0.85

smooth - 0.90

20
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how does the acoustic doppler current profiler (ADCP) work

measures water velocity by sending sound pulse into the water and measuring the change in frequency of the sound pulse reflected back to ADCP by sediments or particulates

21
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what is translated to water velocity when using an ADCP

change in frequency measured by ADCP

22
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what are requirements to use an acoustic doppler current profiler

  • only for rivers deeper than 0.5 m

  • streams can’t have moving bed

  • boats have to move slower than average river velocity

23
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what is differential leveling a process of measuring

vertical distances from known elevation point to determine unknown elevation points

24
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benchmark (BM)

relatively permanent feature of known elevation

25
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backsight (BS)

sight taken to the level rod held at a point of known elevation

26
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height of instrument (HI)

elevation of the line of sight of the telescope

27
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foresight (FS)

sight taken on a point to determine its elevation

28
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how do you calculate the change in elevation

change = backsight (BS) - foresight (FS)

29
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what are common leveling mistakes

misreading the rod

field note mistakes

level rod NOT vertical

environmental (heat, rain, wind)

30
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what is the stage

water surface elevation

31
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what is stage recorded relative to

horizontal datum elevation (aka sea level)

32
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what is stage a reflection of

all hydrologic processes and water transport characteristics of watershed

33
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stream gauges continuously measure _____

stage

34
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how is stage translated to river discharge

applying the stage discharge relation (rating)

35
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what does the stage discharge relation depend on

shape, size, slope and roughness of channel

36
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how are point discharge measurements and water level measurements taken

using staff gauge or pressure transducer

37
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what are causes of rating curve instability and poor trend line fits

  • continuous and progressive erosion/deposition

  • sudden changes in vegetation cover

  • changes from subcritical flow to supercritical flow

38
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what is the hysteresis effect

looping effect often occurring during passage of a flood

39
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what is a weir

a barrier across a river designed to allow the flow characteristics

40
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what are weirs commonly used for

  • prevent flooding

  • measure discharge

  • render rivers navigable

41
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what are two classes of weirs

  1. sharp crested

  2. broad crested

42
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how do sharp crested weirs differ from broad crested

sharp - detached water surface falling away from the downstream edge of structure (free falling nappe)

<p>sharp - detached water surface falling away from the downstream edge of structure (free falling nappe) </p>
43
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what type of weir has a weir plate installed

shar crested

44
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what are three main types of sharp crested weirs

rectangular, V notch, Cipoletti

<p>rectangular, V notch, Cipoletti </p>
45
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what shape of sharp weirs is used to control water

rectangular

46
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what shape of sharp weirs typically has the highest discharge

rectangular

47
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what shape of sharp weirs is used in cases of SMALL discharge

V notch

48
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what shape of sharp weirs is best in open channel

V notch

49
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what shape of sharp weirs has the highest accuracy

V notch

50
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what shape of sharp weirs is a combination of two

Cipoletti

51
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what shape of sharp weirs is common for irrigation

Cipoletti

52
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what is a Cipletti shape used for a sharp crested weir

when discharge is too great for rectangular

53
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____ crested weirs are typically more sturdy

broad crested weirs

54
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what size rivers and canals are broad crested weirs used

medium to large

55
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do broad crested weirs require the flow to be subcritical or supercritical

subcritical

56
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what is the ideal notch size of a weir

as small as possible to minimize error association with head measurements

57
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which weir shape has end contractions? which doesn’t?

does - V notch

doesn’t - Cipoletti

58
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what is the minimum head at low flows for weir sizing

at least 6 cm

59
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what should the available fall over crest (difference between crest elevation and bed elevation) compared to the maximum head

TWICE the maximum head

60
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describe crest lengths between a rectangular weir OR Cipoletti weir

at least twice the maximum head

61
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should instruments used to measure the head above the crest be upstream or downstream

upstream (distance of 4 times max head)

62
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what is the bucket and stop test

temporarily dam up a small channel, put pip in middle, and time how long it takes to fill bucket (known volume)

63
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what are two examples of a stage recorded

guide pulley (stilling well) and pressure transducers

64
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what do pressure transducers generate a single as a function of

pressure imposed

65
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absolute vs gauge streamflow measurement

absolute - sensor that measures the water pressure AND atmospheric pressure

gauge - sensor that measures the difference in gauge pressure at two points

66
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what additional tech must be used with an absolute transducer and why

barometric compensation - compensate the pressure data

67
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how do you calculate the gauge pressure

absolute pressure - atmospheric pressure

68
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is the absolute or gauge pressure caused by the water column

gauge pressure

69
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what is the ideal time interval for streamflow measurements

15 minutes

70
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what should all stilling wells be able to do (5)

  1. intakes deep enough to cover all ranges in stage

  2. have a flushing system to remove sediment from pipes

  3. means to remove sediment from well

  4. operable through winter

  5. both inside and outside water level reference

71
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what flow rates may move or destroy the float and sensors in a stilling well

rapid flows

72
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when may a stilling well NOT be feasible or economical

rough terrain with limited access and silt problem

73
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when should a bubble gauge be used

rough terrain or when there’s a silt problem

74
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what are the two main essential components of a bubble gauge

  1. gas purge system (feed gas through to the orifice)

  2. bubble gage orifice (at a fixed elevation in the stream)

75
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where should the bubble gage orifice be installed in a bubble gauge

stream currents are NOT high

sediment accumulation won’t cover the orifice

76
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what is an example of a non contact water level sensor

radar

77
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what are 8 criteria for a good gauging section

  1. straight channel

  2. single channel at all stages

  3. flow lines distributed proportionally across the stream

  4. uniform slope

  5. few instream obstructions

  6. no downstream obstructions

  7. good access

  8. natural pool nearby

78
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why are bridges beneficial

enable us to get measurements from rivers whose flows cannot be measured by wading

79
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compare the airline and wet line components of bridge measurements

air - distance of line ABOVE the water surface

wet - distance of line UNDER the water surface

80
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what are sounding weights and why are they used

used for measurements in streams that are too fast or deep

used to keep the meter stationary and to minimize damage as the meter is lowered into the water

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