CMS/ValidationTestCases: Difference between revisions
Jump to navigation
Jump to search
mNo edit summary |
mNo edit summary |
||
(5 intermediate revisions by the same user not shown) | |||
Line 1: | Line 1: | ||
{{DISPLAYTITLE:Verification and Validation Test Cases}} | |||
__TOC__ | __TOC__ | ||
<p>Cases denoted with ** are missing the download files</p> | <p>Cases denoted with ** are missing the download files</p> | ||
Line 13: | Line 11: | ||
*[[Media:CMS-VV-R2-C2-Ex2.zip|Ex 2]] - Wave breaking experiments on a planar beach (~2 MB) | *[[Media:CMS-VV-R2-C2-Ex2.zip|Ex 2]] - Wave breaking experiments on a planar beach (~2 MB) | ||
*[[Media:CMS-VV-R2-C2-Ex3.zip|Ex 3]] - Wave runup on impermeable uniform slope (~12 MB) | *[[Media:CMS-VV-R2-C2-Ex3.zip|Ex 3]] - Wave runup on impermeable uniform slope (~12 MB) | ||
*[ | *[[Media:CMS-VV-R2-C2-Ex4.zip|Ex 4]] - Experiments for Cleveland Harbor, Ohio (~65 MB) | ||
==Field Studies== | ==Field Studies== | ||
*[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R2-C3-Ex1.zip Ex 1] - Matagorda Bay, Texas (~110 MB) | *[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R2-C3-Ex1.zip Ex 1] - Matagorda Bay, Texas (~110 MB) | ||
Line 47: | Line 46: | ||
*Ex 10 - Matagorda Ship Channel, Texas** | *Ex 10 - Matagorda Ship Channel, Texas** | ||
*[[Media:CMS-VV-R3-C3-Ex11.zip|Ex 11]] - Matagorda Ship Channel, Texas (Salinity Transport) (~5 MB) | *[[Media:CMS-VV-R3-C3-Ex11.zip|Ex 11]] - Matagorda Ship Channel, Texas (Salinity Transport) (~5 MB) | ||
=Report 4 - Sediment Transport and Morphology Change= | =Report 4 - Sediment Transport and Morphology Change= | ||
==Analytical Solutions and Idealized Examples== | ==Analytical Solutions and Idealized Examples== | ||
Line 54: | Line 54: | ||
*[[Media:CMS-VV-R4-C2-Ex2.zip|Ex 2]] - Channel infilling and migration: waves parallel to flow (~9 MB) | *[[Media:CMS-VV-R4-C2-Ex2.zip|Ex 2]] - Channel infilling and migration: waves parallel to flow (~9 MB) | ||
*[[Media:CMS-VV-R4-C2-Ex3.zip|Ex 3]] - Channel infilling and migration: waves perpendicular to flow (~8 MB) | *[[Media:CMS-VV-R4-C2-Ex3.zip|Ex 3]] - Channel infilling and migration: waves perpendicular to flow (~8 MB) | ||
*Ex 4 - Large-scale sediment transport facility | *[[Media:CMS-VV-R4-C2-Ex4.zip|Ex 4]] - Large-scale sediment transport facility (~10 MB) | ||
*[[Media:CMS-VV-R4-C2-Ex5.zip|Ex 5]] - Clear water jet erosion over a hard bottom (~4 MB) | *[[Media:CMS-VV-R4-C2-Ex5.zip|Ex 5]] - Clear water jet erosion over a hard bottom (~4 MB) | ||
*[[Media:CMS-VV-R4-C2-Ex6.zip|Ex 6]] - Bed aggradation and sediment sorting (~23 MB) | *[[Media:CMS-VV-R4-C2-Ex6.zip|Ex 6]] - Bed aggradation and sediment sorting (~23 MB) |
Latest revision as of 20:36, 25 August 2020
Cases denoted with ** are missing the download files
Report 2 - Waves
Basic Verification for Idealized Problems
- Ex 1 - Wave generation and growth in limited fetch (~800 KB)
- Ex 2 - Nonlinear wave-wave interactions (~800 KB)
- Ex 3 - Wave diffraction at breakwater gap (~1 MB)
Laboratory Studies
- Ex 1 - CHL Idealized inlet experiments (~8 MB)
- Ex 2 - Wave breaking experiments on a planar beach (~2 MB)
- Ex 3 - Wave runup on impermeable uniform slope (~12 MB)
- Ex 4 - Experiments for Cleveland Harbor, Ohio (~65 MB)
Field Studies
- Ex 1 - Matagorda Bay, Texas (~110 MB)
- Ex 2 - Grays Harbor, Washington (~41 MB)
- Ex 3 - Mouth of Columbia River, WA/OR (~34 MB)
- Ex 4 - Southeast Oahu Coast, Hawaii (~7 MB)
- Ex 5 - Field Research Facility, Duck, NC (~48 MB)
- Ex 6 - Mississippi Coastal Improvement Program (~117 MB)
- Ex 7 - Waves over a submerged rock reef, Indian River County, FL (~18 MB)
Report 3 - Hydrodynamics
Analytical Solutions and Idealized Examples
- Ex 1 - Wind setup in a flat basin (~4 MB)
- Ex 2 - Wind-driven flow in a circular basin (~12 MB)
- Ex 3 - Tidal propagation in a quarter annulus (~15 MB)
- Ex 4 - Transcritical flow over a bump (~2 MB)
- Ex 5 - Long-wave runup over a frictionless slope (~3 MB)
Laboratory Studies
- Ex 1 - Steady flow in a rectangular flume with a spur dike (~2 MB)
- Ex 2 - Steady flow in a rectangular flump with a sudden expansion (~3 MB)
- Ex 3 - Planar sloping beach with oblique incident regular waves (~8 MB)
- Ex 4 - Idealized jettied inlet with equilibrium beach profile and oblique incident regular waves (~17 MB)
Field Studies
- Ex 1 - Gironde Estuary, France (~2 MB)
- Ex 2 - Grays Harbor, Washington (~3 MB)
- Ex 3 - Ocean Beach, California (~6 MB)
- Ex 4 - St. Augustine Inlet, Florida (~3 MB)
- Ex 5 - Shark River Inlet, New Jersey (~3 MB)
- Ex 6 - Galveston Bay, Texas (~12 MB)
- Ex 7 - Ship Island, Mississippi (~500MB)
- Ex 8 - Hazaki Oceanographic Research Facility, Japan (~7 MB)
- Ex 9 - Duck, North Carolina - DELILAH field experiment (~12 MB)
- Ex 10 - Matagorda Ship Channel, Texas**
- Ex 11 - Matagorda Ship Channel, Texas (Salinity Transport) (~5 MB)
Report 4 - Sediment Transport and Morphology Change
Analytical Solutions and Idealized Examples
- Ex 1 - Scalar Transport (~21 MB)
Laboratory Studies
- Ex 1 - Channel infilling and migration: steady flow only (~16 MB)
- Ex 2 - Channel infilling and migration: waves parallel to flow (~9 MB)
- Ex 3 - Channel infilling and migration: waves perpendicular to flow (~8 MB)
- Ex 4 - Large-scale sediment transport facility (~10 MB)
- Ex 5 - Clear water jet erosion over a hard bottom (~4 MB)
- Ex 6 - Bed aggradation and sediment sorting (~23 MB)