Water: WARSSS
Variables Influenced
RRISSC Screening
Level Assessment
Steps1. Land Use Activities
2. Hydro/Physio Inventory
3. Variables Influenced
4. Risk Rating System
5. Hillslope Processes
6. Mass Wasting
7. Roads
8. Surface Erosion
9. Hydrologic Processes
10. Flow Changes
11. Channel Processes
12. Stability Assessment
13. Streambank Erosion
14. In-channel Mining
15. Channel Impacts
16. Enlargement
17. Aggradation
18. Channel Evolution
19. Degradation
20. Sediment Risk Summary
21. Consequence Summary
22. Low Risk
23. Moderate Risk
24. High Risk
25. Mitigation
26. Monitoring
Go to PLA =>
Tables 7 through 9 in the RLA identify various land use activities and their influence on the variables related to potential adverse change. The list of processes/land use interrelations (Table 9) is important to revisit during this step, as this list is augmented with several RRISSC prediction methods below. The user should also review the relevant RLA inventory information for links among Table 9 variables and specific land uses or changes. For example, a reservoir located on an unstable G4 stream type helps explain the channel degradation and enlargement below the dam.
Some of the variables influenced are magnitude, duration and timing of stream flow, clear water discharge, increased shear stress, increased stream power, change in local base level, energy slope, and other interrelated process variables. It is obvious in the example that this combination of reservoir use and G4 stream type represents a high risk of both excess sediment supply as well as reduced channel stability. Specific mitigation effects on the operational hydrology of the dam would require a much more detailed assessment at the PLA. If the reservoir mentioned above was on a B2 stream type, however, the response to the change in flow and sediment would be entirely different than on a G4 stream type, requiring very little mitigation for channel stability. A list of land use activities and their influence on process variables and potential consequences, along with the corresponding RRISSC prediction methods, appears in Table 11 below.
TABLE 11. Relationship Among Land Uses/Activities, Process Influences, Consequences and Assessment Methods| Land Use/Activity Variables and Factors Influenced | Risk Prediction Method | ||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Potential Change From Land Use/Activities |
Processes Influenced | Potential Consequence | |||||||||||||||
| Stream flow decrease in magnitude, duration and timing, due to reservoirs, diversions | Shear stress Stream power Competency Sediment transport capacity |
Excess sediment deposition Accelerated bank erosion Widening channel Successional state Aggradation |
Figure 71 | ||||||||||||||
| Urban areas - stream flow discharge increase due to high % impervious cover & storm water drains; clear water discharge | Shear stress Stream power Sediment transport capacity |
Degradation Channel enlargement Bank erosion Channel successional state Increased sediment load |
Figure 72 | ||||||||||||||
| Stream flow increase from vegetative alteration, clear cutting, land clearing, roads | Shear stress Stream power Magnitude of flow Duration of flows |
Channel enlargement Bank erosion Degradation Channel successional state Increased sediment load |
Figure 73 Worksheet 2, (PDF, 36 kb, 1 p.) |
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| Riparian vegetation alteration (% of channel length by stream type) | Bank erodibility Sediment transport capacity Stream power Shear stress |
Bank erosion Aggradation Enlargement Channel successional state |
Figure 74 Worksheet 3 (PDF, 119 kb, 1 p.) |
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| Surface disturbances (% of ground cover) and roads | Surface runoff Sub-surface flow intercept (roads) Deposition Sediment transport capacity (aggradation) Excess scour(degradation) |
Surface erosion delivered to stream Road source sediment Gully erosion Aggradation Degradation Streambank erosion |
Figure 75 Figure 76 Figure 77 Figure 78 Table 12 (PDF, 17 kb, 1 p.) Figure 79 |
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| Water yield - harvest and roads - add to soil water influencing slope stability | Surface/sub-surface hydrology Soil saturation Internal strength by roots Slope equilibrium |
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Figure 77 Figure 80 Figure 81 Figure 82 |
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| Direct channel impacts channelization levees straightening dredging |
Shear stress Stream power Width Confinement Incision |
Gully erosion Bank erosion Channel enlargement Degradation Aggradation Channel successional state |
Worksheet 4, (PDF, 42 kb, 1 p.) Figure 74 Figure 77 Figure 78 Figure 79 Figure 83 Figure 84 Figure 85 Table 13 |
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| Channel clearing, cleaning, grubbing, large woody debris removal | Stream power Shear stress Sediment transport capacity Competence Degradation Energy dissipation |
Sediment deposition Degradation Bank erosion Channel enlargement Increased sediment supply Aggradation |
Figure 77 Figure 78 Figure 79 Figure 85 Figure 86 |
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