ASDSO Dam Safety Toolbox - User contributions [en]

Sloping Gate Example 1

2023-04-06T16:47:38Z

Ceby:

[[Category:Outlet Configuration Outlet Works]]
----
''' ''Message: Inclined gates tend to have operational problems, may not be the best configuration for remote dams.'' '''


When [[rehabilitation]] was deemed necessary due to poor condition of the outlet conduit, the [[owner]] of this remote [[Montana]] dam decided to replace their existing inclined slide gate with an in-tower gate system. His experience with inclined gates was that they are challenging to operate and susceptible to clogging and damage. Not a good fit for a remote high elevation dam.

<gallery mode="slideshow" >

File:1SeE1.jpg
File:1SeE2.jpg
</gallery>

''Note: The content on this page was originally created as part of DamOutletWorks.org (DOWL, 2018). It has subsequently been updated and reformatted as part of the Dam Safety Toolbox.''
[[Category:Example Pages]]
{{Revhistinf}}

Sloping Gate Example 1

2023-04-06T16:45:59Z

Ceby:

Template:Trainings Template

2023-04-06T16:39:02Z

Ceby:

[[Category:Training]] __NOTOC__
===<div style="text-align:center;">''{{{author}}}, {{{year}}}''</div>===
----</br>
{{{abstract}}}
</br>
{{Website Icon}} [{{{link}}} '''Access Training Here''']
</br>
</br>'''Speaker(s): '''{{{speaker(s)}}}
</br></br>
{{Revhistinf}}

{{WhatLinksHere}}

Discharge Characteristics of Broad-Crested Weirs (GSC-397)

2023-04-06T16:37:43Z

Ceby:

{{References Template

|author=

U.S. Geological Survey

|date=

1967

|picture=

File:GSC397.jpg

|link=

https://damtoolbox.org/images/9/90/GSC397.pdf

|abstract=

Frequently, so-called indirect methods of discharge measurement are the only practicable means of obtaining the magnitude of a peak flood flow past a given site. These determinations are based on the water surface profile, usually defined from high watermarks, and upon the geometry and hydraulic characteristics of the channel. If a transition structure, such as a dam or abrupt channel constriction, is used as the measuring device, the geometry of the structure also affects the water surface profile for a given discharge. For this reason, a knowledge of the head discharge relation for a given weir or spillway may prove invaluable for the determination of an important flood peak which could not be otherwise measured.

This report deals only with the broad-crested weir form. This study is based on existing data on flow over broad-crested weirs, and no new experimental work is involved. It has not been possible to answer many questions which arise. For example, sufficient data have not been published to define the effect of angularity of crest to direction of flow, of gates and piers, of end abutments, and so on. The question of submergence has also been considered in only a very general manner.

|versions=


|errata=

None
}}

Template:References Template

2023-04-06T16:36:27Z

Ceby:

__NOTOC__
===<div style="text-align:center;">''{{{author}}}, {{{date}}}''</div>===
----


[[{{{picture}}}|border|350px|right|link= {{{link}}}]]

</br>
{{{abstract}}}

</br>
<div class="row">


<div class="col-6">
<h4>Document Download:</h4>
[{{{link}}} {{{date}}} (current)] </br>
{{{versions}}}
</div>




<div class="col-5">
<h4>Errata/Special Notes:</h4>
{{{errata}}}
</div>



</div>

</br>
{{Revhistinf}}

{{WhatLinksHere}}

Main Page

2023-04-06T16:34:30Z

Ceby:

<noautolinks>

{{DISPLAYTITLE:<span style="position: absolute; clip: rect(1px 1px 1px 1px); clip: rect(1px, 1px, 1px, 1px);">{{FULLPAGENAME}}</span>}}


Welcome to the Association of State Dam Safety Officials (ASDSO) Dam Safety Toolbox! This website serves as a repository for current guidelines and recommendations related to dam safety. Website content is written collaboratively by volunteers and approved prior to publication by ASDSO’s Dam Design and Construction Committee. Use the search bar above or click on a topic below to start learning! To ask a question or chat with dam safety professionals, please visit ASDSO's [https://collaborate.damsafety.org/home Collaborate] platform.</br>


<div style= "text-align: center;"><span style="color:#4D4D4A; font-size:1.8em;"> '''Fundamentals''' </span></div>
----
<div class="container-fluid mb-4 text-center">
<div class="row justify-content-evenly fundamental-section">
<div class="col-12 col-lg-12 col-xl-4 mb-2 mb-lg-4 mb-xl-0">
<btn class="btn btn-gray">
Purposes of Dams|<span class="fa purpose-icon"></span> Purposes of Dams
</btn>
</div>
<div class="col-12 col-lg-12 col-xl-4 mb-2 mb-lg-4 mb-xl-0">
<btn class="btn btn-gray">
Types of Dams|<span class="fa type-icon"></span> Types of Dams
</btn>
</div>
<div class="col-12 col-lg-12 col-xl-4 mb-2 mb-lg-4 mb-xl-0">
<btn class="btn btn-gray">
Anatomy of Dams|<span class="fa anatomy-icon"></span> Anatomy of Dams
</btn>
</div>
</div>
</div>

<div class="container-fluid mb-4">
<div class="row justify-content-center">

<div class="col-12 col-md-6 dam-safety-section">
<div class="container-fluid text-center">
<div class="row">
<div class="col-12 col-lg-12 col-xl-12 mb-lg-4 mb-xl-0">
<div style= "text-align: center;"><span style="color:#42A240; font-size:1.8em;"> '''Dam Safety Management''' </span></div>
----
</div>
</div>
<div class="row">
<div class="col-12 col-lg-12 col-xl-12 mb-lg-4 mb-xl-0">
<btn class="btn btn-green">
State & Federal Agencies|<span class="fa regulatory-icon"></span> State & Federal Agencies
</btn>
</div>
</div>
<div class="row">
<div class="col-12 col-lg-12 col-xl-12 mb-lg-4 mb-xl-0">
<btn class="btn btn-green">
Operation & Maintenance|<span class="fa operations-icon"></span> Operation & Maintenance
</btn>
</div>
</div>
<div class="row">
<div class="col-12 col-lg-12 col-xl-12 mb-lg-4 mb-xl-0">
<btn class="btn btn-green">
Surveillance & Monitoring|<span class="fa surveillance-icon"></span> Surveillance & Monitoring
</btn>
</div>
</div>
<div class="row">
<div class="col-12 col-lg-12 col-xl-12 mb-lg-4 mb-xl-0">
<btn class="btn btn-green">
Risk Management for Dam Safety|<span class="fa risk-management-icon"></span> Risk Management
</btn>
</div>
</div>
<div class="row">
<div class="col-12 col-lg-12 col-xl-12 mb-lg-4 mb-xl-0">
<btn class="btn btn-green">
Public Safety|<span class="fa public-safety-icon"></span> Public Safety
</btn>
</div>
</div>
<div class="row">
<div class="col-12 col-lg-12 col-xl-12 mb-lg-4 mb-xl-0">
<btn class="btn btn-green">
Site Security|<span class="fa site-security-icon"></span> Site Security
</btn>
</div>
</div>
<div class="row">
<div class="col-12 col-lg-12 col-xl-12 mb-lg-4 mb-xl-0">
<btn class="btn btn-green">
Emergency Management|<span class="fa emergency-management-icon"></span> Emergency Management
</btn>
</div>
</div>
<div class="row">
<div class="col-12 col-lg-12 col-xl-12 mb-lg-4 mb-xl-0">
<btn class="btn btn-green">
Decommissioning|<span class="fa dam-decommissioning-icon"></span> Dam Decommissioning
</btn>
</div>
</div>
</div>
</div>

<div class="col-12 col-md-6 technical-topics-section">
<div class="container-fluid text-center">
<div class="row">
<div class="col-12 col-lg-12 col-xl-12 mb-lg-4 mb-xl-0">
<div style= "text-align: center;"><span style="color:#005B99; font-size:1.8em;"> '''Technical Topics''' </span></div>
----
</div>
</div>
<div class="row">
<div class="col-12 col-lg-12 col-xl-12 mb-lg-4 mb-xl-0">
<btn class="btn btn-blue">
Engineering|<span class="fa general-engineering-icon"></span> Engineering
</btn>
</div>
</div>
<div class="row">
<div class="col-12 col-lg-12 col-xl-12 mb-lg-4 mb-xl-0">
<btn class="btn btn-blue">
Hydrology|<span class="fa hydrology-icon"></span> Hydrology
</btn>
</div>
</div>
<div class="row">
<div class="col-12 col-lg-12 col-xl-12 mb-lg-4 mb-xl-0">
<btn class="btn btn-blue">
Hydraulics|<span class="fa hydraulics-icon"></span> Hydraulics
</btn>
</div>
</div>
<div class="row">
<div class="col-12 col-lg-12 col-xl-12 mb-lg-4 mb-xl-0">
<btn class="btn btn-blue">
Geotechnical and Geology|<span class="fa geotechnics-icon"></span> Geotechnical & Geology
</btn>
</div>
</div>
<div class="row">
<div class="col-12 col-lg-12 col-xl-12 mb-lg-4 mb-xl-0">
<btn class="btn btn-blue">
Structural|<span class="fa structures-icon"></span> Structural
</btn>
</div>
</div>
<div class="row">
<div class="col-12 col-lg-12 col-xl-12 mb-lg-4 mb-xl-0">
<btn class="btn btn-blue">
Seismic|<span class="fa seismic-icon"></span> Seismic
</btn>
</div>
</div>
<div class="row">
<div class="col-12 col-lg-12 col-xl-12 mb-lg-4 mb-xl-0">
<btn class="btn btn-blue">
Construction|<span class="fa construction-icon"></span> Construction
</btn>
</div>
</div>
<div class="row">
<div class="col-12 col-lg-12 col-xl-12 mb-lg-4 mb-xl-0">
<btn class="btn btn-blue">
Environmental|<span class="fa environmental-considerations-icon"></span> Environmental
</btn>
</div>
</div>
</div>
</div>
</div>
</div>
</noautolinks>

Best Practices Resources Catalog

2023-04-06T16:33:35Z

Ceby:

<noautolinks>
[[Category:Home]]
----
The following table summarizes the best practices documentation that is referenced on this website. It is not an exhaustive list of dam safety technical references, but is intended to provide the best high level guidance that is currently in use. Also see the [[Training Opportunities]] page for a summary of webinars referenced on the website.


{| class="wikitable sortable" style="width: 100%; background-color: #fff;"
|-
! Author !! Title !! Date
|-
| FEMA || [[Dam Safety Warning Signs Best Practices (FEMA P-2188)]] || 2021
|-
| FEMA || [[Emergency Operations Planning: Dam Incident Planning Guide (FEMA P-508)]] || 2019
|-
| FEMA || [[Pocket Safety Guide for Dams and Impoundments (FEMA P-911)]] || 2016
|-
| FEMA || [[Evaluation and Monitoring of Seepage and Internal Erosion (FEMA P-1032)]] || 2015
|-
| FEMA || [[Federal Guidelines for Dam Safety Risk Management (FEMA P-1025)]] || 2015
|-
| FEMA || [[Technical Manual: Overtopping Protection for Dams (FEMA P-1015)]] || 2014
|-
| FEMA || [[Emergency Action Planning for Dams (FEMA P-64)]]|| 2013
|-
| FEMA || [[Federal Guidelines for Inundation Mapping of Flood Risks Associated with Dam Incidents and Failures (FEMA P-946)]]|| 2013
|-
| FEMA || [[Selecting and Accommodating Inflow Design Floods for Dams (FEMA P-94)]] || 2013
|-
| FEMA || [[Filters for Embankment Dams]] || 2011
|-
| FEMA || [[Technical Manual: Outlet Works Energy Dissipators (FEMA P-679)]] || 2010
|-
| FEMA || [[Geotextiles in Embankment Dams (FEMA P-730)]] || 2008
|-
| FEMA || [[Emergency Action Planning for State Regulated High-Hazard Potential Dams (FEMA P-608)]] || 2007
|-
| FEMA || [[Model State Dam Safety Program (FEMA P-316)]] || 2007
|-
| FEMA || [[Technical Manual: Plastic Pipe Used in Embankment Dams (FEMA P-675)]] || 2007
|-
| FEMA || [[Federal Guidelines for Dam Safety: Earthquake Analyses and Design of Dams (FEMA P-65)]] || 2005
|-
| FEMA || [[Technical Manual: Conduits through Embankment Dams (FEMA P-484)]] || 2005
|-
| FEMA || [[Technical Manual for Dam Owners: Impacts of Animals on Earthen Dams (FEMA P-473)]] || 2005
|-
| FEMA || [[Technical Manual for Dam Owners: Impacts of Plants on Earthen Dams (FEMA P-534)]] || 2005
|-
| FEMA || [[Federal Guidelines for Dam Safety (FEMA P-93)]] || 2004
|-
| FEMA || [[Federal Guidelines for Dam Safety: Hazard Potential Classification System for Dams (FEMA P-333)]] || 2004
|-
| FEMA || [[Federal Guidelines for Dam Safety: Glossary of Terms (FEMA P-148)]] || 2004
|-
| FERC || [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 15- Supporting Technical Information Document]] || 2021
|-
| FERC || [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 11- Arch Dams]] || 2018
|-
| FERC || [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 12- Water Conveyance]] || 2018
|-
| FERC || [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 13- Evaluation of Earthquake Ground Motions]] || 2018
|-
| FERC || [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 14- Dam Safety Performance Monitoring Program]] || 2017
|-
| FERC || [[Risk-Informed Decision Making (RIDM) Interim Policy Guidance]] || 2016
|-
| FERC || [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 3- Gravity Dams]] || 2016
|-
| FERC || [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 1- General Requirements]] || 2015
|-
| FERC || [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 2- Selecting and Accommodating Inflow Design Floods for Dams]] || 2015
|-
| FERC || [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 6- Emergency Action Plans]] || 2015
|-
| FERC || [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 9- Instrumentation and Monitoring]] || 2015
|-
| FERC || [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 4- Embankment Dams]] || 2004
|-
| FERC || [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 8- Determination of the Probable Maximum Flood]] || 2001
|-
| FERC || [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 10- Other Dams]] || 1997
|-
| FERC || [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 7- Construction Quality Control Inspection Program]] || 1993
|-
| FERC || [[Guidelines for Public Safety at Hydropower Projects]] || 1992
|-
| FERC || [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 5- Geotechnical Investigations and Studies]] || 1991
|-
| ICMM|| [[Tailings Management: Good Practice Guide]] || 2021
|-
| ICMM|| [[Global Industry Standard on Tailings Management]] || 2020
|-
| MT DNRC|| [[Dam Owner Emergency Intervention Toolbox]] || 2016
|-
| NRCS || [[National Engineering Handbook: Chapter 5 - Streamflow Data ]]|| 2020
|-
| NRCS || [[National Engineering Handbook: Chapter 4 - Storm Rainfall Depth and Distribution]]|| 2019
|-
| NRCS || [[National Engineering Handbook: Chapter 21 - Design Hydrographs]]|| 2019
|-
| NRCS || [[Technical Release 210-60: Earth Dams and Reservoirs]]|| 2019
|-
| NRCS || [[National Engineering Handbook: Chapter 26 - Gradation Design of Sand and Gravel Filters]] || 2017
|-
| NRCS || [[National Engineering Handbook: Chapter 6 - Stream Reaches and Hydrologic Units]] || 2015
|-
| NRCS || [[National Engineering Handbook: Chapter 50 - Earth Spillway Design]] || 2014
|-
| NRCS || [[National Engineering Handbook: Chapter 51 - Earth Spillway Erosion Model]] || 2014
|-
| NRCS || [[National Engineering Handbook: Chapter 17 - Flood Routing]] || 2014
|-
| NRCS || [[National Engineering Handbook: Chapter 2 - Engineering Geologic Investigations]] || 2012
|-
| NRCS || [[National Engineering Handbook: Chapter 3 - Engineering Classification of Earth Materials]] || 2012
|-
| NRCS || [[National Engineering Handbook: Chapter 4 - Engineering Classification of Rock Materials]] || 2012
|-
| NRCS || [[National Engineering Handbook: Chapter 5 - Engineering Geology Logging, Sampling, and Testing]] || 2012
|-
| NRCS || [[National Engineering Handbook: Chapter 14 - Stage Discharge Relations]] || 2012
|-
| NRCS || [[National Engineering Handbook: Chapter 30 - Groundwater Hydrology and Geology]] || 2010
|-
| NRCS || [[National Engineering Handbook: Chapter 15 - Time of Concentration]] || 2010
|-
| NRCS || [[National Engineering Handbook: Chapter 7 - Hydrologic Soil Groups]] || 2009
|-
| NRCS || [[National Engineering Handbook: Chapter 45 - Filter Diaphragms]] || 2007
|-
| NRCS || [[National Engineering Handbook: Chapter 16 - Hydrographs]] || 2007
|-
| NRCS || [[National Engineering Handbook: Chapter 9 - Hydrologic Soil-Cover Complexes]]|| 2004
|-
| NRCS || [[National Engineering Handbook: Chapter 10 - Estimation of Direct Runoff from Storm Rainfall]]|| 2004
|-
| NRCS || [[National Engineering Handbook: Chapter 11 - Snowmelt]]|| 2004
|-
| NRCS || [[National Engineering Handbook: Chapter 1 - Introduction]]|| 1997
|-
| NRCS || [[Technical Release 210-39: Hydraulics of Broad-Crested Spillways]]|| 1968
|-
| USACE || [[Instrumentation of Embankment Dams and Levees (EM 1110-2-1908)]] || 2020
|-
| USACE || [[Best Practices in Dam and Levee Safety Risk Analysis]] || 2019
|-
| USACE || [[A Guide to Public Alerts and Warnings for Dam and Levee Emergencies (EP 1110-2-17)]] || 2015
|-
| USACE || [[Drilling in Earth Embankment Dams and Levees (EM 1110-1-1807)]] || 2014
|-
| USACE || [[Dam and Levee Safety: Using Risk-Informed Decision Making]] || 2012
|-
| USACE || [[Earthquake Design and Evaluation of Concrete Hydraulic Structures (EM 1110-2-6053)]] || 2007
|-
| USACE || [[Interim Risk Reduction Measures for Dam Safety (EC 1110-2-6064)]] || 2007
|-
| USACE || [[Stability Analysis of Concrete Structures (EM 1110-2-2100)]] || 2005
|-
| USACE || [[General Design and Construction Considerations for Earth and Rock-Fill Dams (EM 1110-2-2300)]] || 2004
|-
| USACE || [[Slope Stability (EM 1110-2-1902)]] || 2003
|-
| USACE || [[Structural Design and Evaluation of Outlet Works (EM 1110-2-2400)]] || 2003
|-
| USACE || [[Ice Engineering (EM 1110-2-1612)]] || 2002
|-
| USACE || [[Design of Spillway Tainter Gates (EM 1110-2-2702)]] || 2000
|-
| USACE || [[Roller-Compacted Concrete (EM 1110-2-2006)]] || 2000
|-
| USACE || [[Response Spectra and Seismic Analysis for Concrete Hydraulic Structures (EM 1110-2-6050)]] || 1999
|-
| USACE || [[Conduits, Culverts, and Pipes (EM 1110-2-2902)]] || 1998
|-
| USACE || [[Applications of Roller-Compacted Concrete in Rehabilitation and Replacement of Hydraulic Structures (TR REMR-CS-53)]] || 1997
|-
| USACE || [[Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420)]] || 1997
|-
| USACE || [[Evaluation and Repair of Concrete Structures (EM 1110-2-2002)]] || 1995
|-
| USACE || [[Geophysical Exploration for Engineering and Environmental Investigations (EM 1110-1-1802)]] || 1995
|-
| USACE || [[Gravity Dam Design (EM 1110-2-2200)]] || 1995
|-
| USACE || [[Waterstops and Other Preformed Joint Materials for Civil Works Structures (EM 1110-2-2102)]] || 1995
|-
| USACE || [[Arch Dam Design (EM 1110-2-2201)]] || 1994
|-
| USACE || [[Rock Foundations (EM 1110-1-2908)]] || 1994
|-
| USACE || [[Seismic Design for Civil Works Buildings (ETL 1110-2-366)]] || 1994
|-
| USACE || [[Standard Practice for Concrete for Civil Works Structures (EM 1110-2-2000)]] || 1994
|-
| USACE || [[Seepage Analysis and Control for Dams (EM 1110-2-1901)]] || 1993
|-
| USACE || [[Hydraulic Design of Spillways (EM 1110-2-1603)]] || 1992
|-
| USACE || [[Settlement Analysis (EM 1110-1-1904)]] || 1990
|-
| USACE || [[Instrumentation for Concrete Structures (EM 1110-2-4300)]] || 1987
|-
| USACE || [[Sliding Stability for Concrete Structures (ETL 1110-2-256)]] || 1981
|-
| USACE || [[Hydraulic Design of Reservoir Outlet Works (EM 1110-2-1602)]] || 1980
|-
| USACE || [[National Program for Inspection of Non-Federal Dams (EM 1110-2-106)]] || 1980
|-
| USACE || [[Ice Pressure on Engineering Structures (CRREL III-B1b)]] || 1970
|-
| USBR || [[Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations)]] || 2022
|-
| USBR || [[Design Standards No. 14: Appurtenant Structures for Dams (Ch. 4: General Outlet Works Design Considerations)]] || 2022
|-
| USBR || [[Design Standards No. 13: Embankment Dams (Ch. 6: Freeboard)]] || 2021
|-
| USBR || [[USA Dam Removal Experience and Planning (ENV-2021-97)]] || 2021
|-
| USBR || [[Best Practices in Dam and Levee Safety Risk Analysis]] || 2019
|-
| USBR || [[Flood Inundation Mapping]] || 2019
|-
| USBR || [[Design Standards No. 12: Plant Testing (Ch. 1: Synchronous Generator, Motor, and Generator/Motor Field Tests)]] || 2018
|-
| USBR || [[Design Standards No. 13: Embankment Dams (Ch. 20: Geomembranes)]] || 2018
|-
| USBR || [[Design Standards No. 6: Hydraulic and Mechanical Equipment (Ch. 6: Bulkhead Gates and Stoplogs)]] || 2018
|-
| USBR || [[Dam Removal Analysis Guidelines for Sediment]] || 2017
|-
| USBR || [[Design and Construction Considerations for Hydraulic Structures: Roller-Compacted Concrete, 2nd Edition]] || 2017
|-
| USBR || [[Design Standards No. 6: Hydraulic and Mechanical Equipment (Ch. 18: Engine-Generator Sets)]] || 2017
|-
| USBR || [[Design Standards No. 6: Hydraulic and Mechanical Equipment (Ch. 12: Trashracks and Trashrack Cleaning Devices)]] || 2016
|-
| USBR || [[Design Standards No. 6: Hydraulic and Mechanical Equipment (Ch. 14: Auxiliary Mechanical Systems)]] || 2016
|-
| USBR || [[Design Standards No. 6: Hydraulic and Mechanical Equipment (Ch. 16: Machine Shop Equipment)]] || 2016
|-
| USBR || [[Design Standards No. 13: Embankment Dams (Ch. 13: Seismic Analysis and Design)]] || 2015
|-
| USBR || [[Design Standards No. 4: Electrical Infrastructure – Plants and Switchyards (Ch. 3: Plant Machine-Voltage Equipment)]] || 2015
|-
| USBR || [[Guide to Concrete Repair]] || 2015
|-
| USBR || [[Design Standards No. 13: Embankment Dams (Ch. 11: Instrumentation and Monitoring)]] || 2014
|-
| USBR || [[Design Standards No. 13: Embankment Dams (Ch. 15: Foundation Grouting)]] || 2014
|-
| USBR || [[Design Standards No. 13: Embankment Dams (Ch. 16: Cutoff Walls)]] || 2014
|-
| USBR || [[Design Standards No. 13: Embankment Dams (Ch. 19: Geotextiles)]] || 2014
|-
| USBR || [[Design Standards No. 13: Embankment Dams (Ch. 21: Water Removal and Control: Dewatering and Unwatering Systems)]] || 2014
|-
| USBR || [[Design Standards No. 13: Embankment Dams (Ch. 7: Riprap Slope Protection)]] || 2014
|-
| USBR || [[Design Standards No. 13: Embankment Dams (Ch. 8: Seepage)]] || 2014
|-
| USBR || [[Design Standards No. 3: Water Conveyance Facilities, Fish Facilities, and Roads and Bridges (Ch. 4: Tunnels, Shafts, and Caverns)]] || 2014
|-
| USBR || [[Design Standards No. 13: Embankment Dams (Ch. 17: Soil-Cement Slope Protection)]] || 2013
|-
| USBR || [[Design Standards No. 14: Appurtenant Structures for Dams (Ch. 2: Hydrologic Considerations)]] || 2013
|-
| USBR || [[Design Standards No. 6: Hydraulic and Mechanical Equipment (Ch. 11: Heating, Ventilation, and Air-Conditioning Systems)]] || 2013
|-
| USBR || [[Design Standards No. 1: General Design Standards]] || 2012
|-
| USBR || [[Design Standards No. 13: Embankment Dams (Ch. 10: Embankment Construction)]] || 2012
|-
| USBR || [[Design Standards No. 13: Embankment Dams (Ch. 12: Foundation and Earth Materials Investigation)]] || 2012
|-
| USBR || [[Design Standards No. 13: Embankment Dams (Ch. 2: Embankment Design)]] || 2012
|-
| USBR || [[Design Standards No. 13: Embankment Dams (Ch. 3: Foundation Surface Treatment)]] || 2012
|-
| USBR || [[Design Standards No. 9: Buildings and Other Structures (Ch. 13: Seismic Design)]] || 2012
|-
| USBR || [[Design Standards No. 9: Buildings and Other Structures (Ch. 8: Modification of Existing Buildings)]] || 2012
|-
| USBR || [[Design Standards No. 13: Embankment Dams (Ch. 1: General Design Standards)]] || 2011
|-
| USBR || [[Design Standards No. 13: Embankment Dams (Ch. 4: Static Stability Analysis)]] || 2011
|-
| USBR || [[Design Standards No. 13: Embankment Dams (Ch. 5: Protective Filters)]] || 2011
|-
| USBR || [[Design Standards No. 13: Embankment Dams (Ch. 9: Static Deformation Analysis)]] || 2011
|-
| USBR || [[Design Standards No. 14: Appurtenant Structures for Dams (Ch. 1: Introduction)]] || 2011
|-
| USBR || [[Water Measurement Manual]] || 2001
|-
| USBR || [[Concrete Manual (Part 2)]] || 1992
|-
| USBR || [[Cavitation in Chutes and Spillways (EM 42)]] || 1990
|-
| USBR || [[Criteria and Guidelines for Evacuating Storage Reservoirs and Sizing Low-Level Outlet Works (ACER TM No. 3)]] || 1990
|-
| USBR || [[Flood Hydrology Manual]] || 1989
|-
| USBR || [[Downstream Hazard Classification Guidelines (ACER TM 11)]] || 1988
|-
| USBR || [[Concrete Manual (Part 1)]] || 1988
|-
| USBR || [[Design of Small Dams]] || 1987
|-
| USBR || [[Hydraulic Design of Stilling Basins and Energy Dissipators (EM 25)]] || 1984
|-
| USBR || [[Design Criteria for Concrete Arch and Gravity Dams (EM 19)]] || 1977
|-
| USBR || [[Design of Arch Dams]] || 1977
|-
| USBR || [[Design of Gravity Dams]] || 1976
|-
| USGS || [[Guidelines for Determining Flood Flow Frequency (Bulletin 17C)]] || 2019
|-
| USGS || [[Frequency Curves]] || 1989
|-
| USGS || [[Measurement of Peak Discharge at Dams by Indirect Method]] || 1968
|-
| USGS || [[Discharge Characteristics of Broad-Crested Weirs (GSC-397)]] || 1967
|}

</noautolinks>

Main Page

2022-03-03T17:43:17Z

Ceby:

<strong>MediaWiki has been installed.</strong>

Consult the [https://www.mediawiki.org/wiki/Special:MyLanguage/Help:Contents User's Guide] for information on using the wiki software.

== Getting started ==
* [https://www.mediawiki.org/wiki/Special:MyLanguage/Manual:Configuration_settings Configuration settings list]
* [https://www.mediawiki.org/wiki/Special:MyLanguage/Manual:FAQ MediaWiki FAQ]
* [https://lists.wikimedia.org/postorius/lists/mediawiki-announce.lists.wikimedia.org/ MediaWiki release mailing list]
* [https://www.mediawiki.org/wiki/Special:MyLanguage/Localisation#Translation_resources Localise MediaWiki for your language]
* [https://www.mediawiki.org/wiki/Special:MyLanguage/Manual:Combating_spam Learn how to combat spam on your wiki]
* Made a change