stone_outlet_protection
Differences
This shows you the differences between two versions of the page.
Both sides previous revisionPrevious revisionNext revision | Previous revision | ||
stone_outlet_protection [2022/05/06 11:56] – admin | stone_outlet_protection [2025/09/30 15:18] (current) – admin | ||
---|---|---|---|
Line 1: | Line 1: | ||
- | ====== Stone Outlet Protection ====== | + | ====== Stone Outlet Protection |
- | Stone outlet protection is designed to release water from management practices at non-erosive velocities. | + | Stone outlet protection, or riprap, |
**Advantages** | **Advantages** | ||
Line 59: | Line 59: | ||
| 5-20 | 0.5 x D< | | 5-20 | 0.5 x D< | ||
| 0-5 | 0.2 x D< | | 0-5 | 0.2 x D< | ||
+ | |||
+ | [{{ : | ||
+ | |||
+ | [{{ : | ||
=====Construction===== | =====Construction===== | ||
Line 68: | Line 72: | ||
*The apron must be at least 1.5 feet below the invert elevation of the outlet structure | *The apron must be at least 1.5 feet below the invert elevation of the outlet structure | ||
- | ====Stone Outlet Protection to a Flat Area (Left) and Well-Defined Channel (Right) | + | **Stone Outlet Protection to a Flat Area (Left) and Well-Defined Channel (Right)** |
- | [[File:/ | + | {{ :wiki: |
=====Maintenance===== | =====Maintenance===== | ||
Line 79: | Line 83: | ||
===References=== | ===References=== | ||
- | *[[https://www.nrcs.usda.gov/wps/ | + | *[[https://efotg.sc.egov.usda.gov/api/CPSFile/31113/468_WI_CPS_Lined_Waterway_or_Outlet_2021|NRCS Conservation Practice Standard 468 - Lined Waterway or Outlet]] |
stone_outlet_protection.1651852585.txt.gz · Last modified: by admin