Download presentation
Presentation is loading. Please wait.
1
Lecture Goals To present the external and internal physical processes that determine how water moves in lakes and streams. To discuss some of the important consequences of water movement for other aspects of physical habitat in lakes and streams, and for species that inhabit these systems.
2
Types of flow Laminar: layered and orderly Turbulent: disordered
3
Types of flow
6
Laminar → Turbulent Transition The greater the difference in fluid velocity, the greater the probability of turbulence. The greater the differences in density, the greater the difference in velocity needed to get turbulence.
7
Laminar → Turbulent Transition The Richardson Number (R i ) is used to predict when turbulence will occur at boundary layer in stratified water. R i = f(difference in density, velocity) Ri > 0.25 = Stable flow Ri < 0.25 = Turbulent flow
8
Water Movement in Lakes At surface At metalimnion
9
Types of Water Movement in Lakes Langmuir circulation Metalimnetic tilting and entrainment Seiches Internal progressive waves
10
Langmuir Circulation
11
Langmuir Streaks Quake Lake, MT
12
Langmuir Streaks Bigfoot Just because you saw it, doesn’t make it real…
13
Metalimnetic Tilting and Entrainment (or Erosion)
14
Seiches
16
Lake Erie water displacement 11/14/2003
17
Internal Progressive Waves
18
Water Movement Streams and Rivers Discharge (Q) → How much water is moving at a particular time? The Hydrograph → How does Q change over time? Floods → Extreme Q-events!
19
Discharge Q = WDU Q = discharge, m 3 / sec W = width, m D = depth, m U = velocity, m / sec
20
The Hydrograph
21
USGS Real-Time Water Data http://nwis.waterdata.usgs.gov/mt/nwis/rt
23
Floods – Extreme Discharge Events
24
Flood frequency (e.g., 50-yr, 100-yr) What does it really mean?
25
Floods are RANDOM Probability of occurrence does not depend on the past.
26
Recurrence Interval – DESCRIPTIVE Time (e.g., years) between past occurrences of a random event. T = (n + 1) / m n = years of record m = rank magnitude of flood, where 1 is highest, 2 is next highest, etc.
27
Recurrence Interval
28
Year Discharge rank (m) recurrence interval (n+1)/m 1976 57,406 10 1.1 1972 75,806 9 1.2 1970 81,806 8 1.4 1977 95,106 7 1.6 1974 99,706 6 1.83 1973 112,006 5 2.2 1979 112,006 4 2.8 1975 114,006 3 3.7 1971 123,006 2 5.5 1978 147,006 1 11
29
Flood Forecasting Relies on the mathematics of probability Flood probability (P) = Likelihood than an annual maximum flow will equal or exceed the value of a flood event of a given recurrence interval. P = 1 / Recurrence interval (T)
30
Recurrence Interval Year Discharge rank (m) recurrence interval (n+1)/m 1976 57,406 10 1.1 1972 75,806 9 1.2 1970 81,806 8 1.4 1977 95,106 7 1.6 1974 99,706 6 1.83 1973 112,006 5 2.2 1979 112,006 4 2.8 1975 114,006 3 3.7 1971 123,006 2 5.5 1978 147,006 1 11 P = 1 / T = 0.55
31
100-yr Flood Discharge has exceeded that value on average once every 100 years in the past. What is the minimum number of years of record needed to identify a 100-yr flood? What is the probability of such a flood occurring next year? If it occurs next year, how about the year after that? What is the probability of a 100-yr flood occurring in the next 100 years?
32
Water Movement in Streams and Rivers Network Channel Reach
33
Water Movement in Streams and Rivers Network
34
Network-scale controls on water movement Low-order: high gradient, low discharge, often geologically “constrained”.
35
Constrained
36
Network-scale controls on water movement Low-order: high gradient, low discharge, often geologically “constrained”. Mid-order: intermediate gradient, intermediate discharge, “beads on a string”. High-order: low gradient, high discharge, often “unconstrained”.
37
Unconstrained
38
Network-scale controls on water movement Low-order: high gradient, low discharge, often geologically “constrained”. Mid-order: intermediate gradient, intermediate discharge, “beads on a string”. High-order: low gradient, high discharge, often “unconstrained”.
39
Beads on a String
40
Channelized
41
How does mean velocity change moving downstream?
42
Water Movement in Streams and Rivers Network Channel
43
Erosion Entrainment Deposition Channel-scale variation in water velocity and direction
44
Erosion Entrainment Deposition Variation in substrate size
45
Variation in velocity Variation in substrate size = Habitat diversity Lateral Longitudinal
46
Water Movement in Streams and Rivers Network Channel Reach
47
Water Substrate = Reach Types RifflePool
48
Water Substrate = Reach Types RifflePoolRunCascade Shallow High Moderate Turbulent Grav/Cob Deep Low Circulating Peb/Sand Shallow Very High High Very Turbulent Cob/Boulder /Bedrock Depth Velocity Gradient Flow Substrate Shallow Moderate Laminar Peb/Grav
49
Water Substrate = Reach Types RifflePoolRunCascade
50
Water Substrate = Reach Types RifflePoolRunCascade Shallow High Moderate Turbulent Grav/Cob Deep Low Circulating Peb/Sand Shallow Very High High Very Turbulent Cob/Boulder /Bedrock Depth Velocity Gradient Flow Substrate Shallow Moderate Laminar Peb/Grav
51
Patterns Resulting from Water Substrate Interactions Boulder / Cobble Silt / Sand
52
Water Movement in Streams and Rivers Network Channel Reach Microhabitat
53
Fine-scale patterns of flow in streams and rivers What is the boundary layer? Implications in streams Implications in lakes Implications for respiration
54
Change in Velocity with Depth
55
Implications in streams
56
Implications in lakes Adds “effective” mass Clogs filters Impedes movement of small organisms
57
Implications for respiration Fish, amphibians, and insects rely on diffusion of oxygen from environment Need oxygen gradient from outside (high) to inside (low) Can deplete oxygen in boundary layer → diffusion stops Need to increase water flow (i.e., ↓ boundary layer): > Select parts of the stream with high flow > Move – whole animal or just gills: - Flaring gills in fish - Waving gills in insects - Push-ups in insects and salamanders
Similar presentations
© 2025 SlidePlayer.com. Inc.
All rights reserved.