CMS/ValidationTestCases: Difference between revisions
Jump to navigation
Jump to search
mNo edit summary |
mNo edit summary |
||
Line 5: | Line 5: | ||
=Report 2 - Waves= | =Report 2 - Waves= | ||
==Basic Verification for Idealized Problems== | ==Basic Verification for Idealized Problems== | ||
*Ex 1 - Wave generation and growth in limited fetch (~800 KB) | *[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R2-C1-Ex1.zip Ex 1] - Wave generation and growth in limited fetch (~800 KB) | ||
*Ex 2 - Nonlinear wave-wave interactions (~800 KB) | *[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R2-C1-Ex2.zip Ex 2] - Nonlinear wave-wave interactions (~800 KB) | ||
*Ex 3 - Wave diffraction at breakwater gap (~1 MB) | *[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R2-C1-Ex3.zip Ex 3] - Wave diffraction at breakwater gap (~1 MB) | ||
==Laboratory Studies== | ==Laboratory Studies== | ||
*Ex 1 - CHL Idealized inlet experiments (~8 MB) | *[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R2-C2-Ex1.zip Ex 1] - CHL Idealized inlet experiments (~8 MB) | ||
*Ex 2 - Wave breaking experiments on a planar beach (~2 MB) | *[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R2-C2-Ex2.zip Ex 2] - Wave breaking experiments on a planar beach (~2 MB) | ||
*Ex 3 - Wave runup on impermeable uniform slope (~12 MB) | *[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R2-C2-Ex3.zip Ex 3] - Wave runup on impermeable uniform slope (~12 MB) | ||
*Ex 4 - Experiments for Cleveland Harbor, Ohio (~65 MB) | *[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R2-C2-Ex4.zip Ex 4] - Experiments for Cleveland Harbor, Ohio (~65 MB) | ||
==Field Studies== | ==Field Studies== | ||
*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) | ||
*Ex 2 - Grays Harbor, Washington (~41 MB) | *[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R2-C3-Ex2.zip Ex 2] - Grays Harbor, Washington (~41 MB) | ||
*Ex 3 - Mouth of Columbia River, WA/OR (~34 MB) | *[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R2-C3-Ex3.zip Ex 3] - Mouth of Columbia River, WA/OR (~34 MB) | ||
*Ex 4 - Southeast Oahu Coast, Hawaii (~7 MB) | *[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R2-C3-Ex4.zip Ex 4] - Southeast Oahu Coast, Hawaii (~7 MB) | ||
*Ex 5 - Field Research Facility, Duck, NC (~48 MB) | *[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R2-C3-Ex5.zip Ex 5] - Field Research Facility, Duck, NC (~48 MB) | ||
*Ex 6 - Mississippi Coastal Improvement Program (~117 MB) | *[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R2-C3-Ex6.zip Ex 6] - Mississippi Coastal Improvement Program (~117 MB) | ||
*Ex 7 - Waves over a submerged rock reef, Indian River County, FL (~18 MB) | *[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R2-C3-Ex7.zip Ex 7] - Waves over a submerged rock reef, Indian River County, FL (~18 MB) | ||
=Report 3 - Hydrodynamics= | =Report 3 - Hydrodynamics= | ||
==Analytical Solutions and Idealized Examples== | ==Analytical Solutions and Idealized Examples== | ||
*Ex 1 - Wind setup in a flat basin (~4 MB) | *[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R3-C1-Ex1.zip Ex 1] - Wind setup in a flat basin (~4 MB) | ||
*Ex 2 - Wind-driven flow in a circular basin (~12 MB) | *[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R3-C1-Ex2.zip Ex 2] - Wind-driven flow in a circular basin (~12 MB) | ||
*Ex 3 - Tidal propagation in a quarter annulus (~15 MB) | *[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R3-C1-Ex3.zip Ex 3] - Tidal propagation in a quarter annulus (~15 MB) | ||
*Ex 4 - Transcritical flow over a bump (~2 MB) | *[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R3-C1-Ex4.zip Ex 4] - Transcritical flow over a bump (~2 MB) | ||
*Ex 5 - Long-wave runup over a frictionless slope (~3 MB) | *[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R3-C1-Ex5.zip Ex 5] - Long-wave runup over a frictionless slope (~3 MB) | ||
==Laboratory Studies== | ==Laboratory Studies== | ||
*Ex 1 - Steady flow in a rectangular flume with a spur dike (~2 MB) | *[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R3-C2-Ex1.zip 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) | *[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R3-C2-Ex2.zip 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) | *[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R3-C2-Ex3.zip 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) | *[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R3-C2-Ex4.zip Ex 4] - Idealized jettied inlet with equilibrium beach profile and oblique incident regular waves (~17 MB) | ||
==Field Studies== | ==Field Studies== | ||
*Ex 1 - Gironde Estuary, France (~2 MB) | *[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R3-C3-Ex1.zip Ex 1] - Gironde Estuary, France (~2 MB) | ||
*Ex 2 - Grays Harbor, Washington (~3 MB) | *[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R3-C3-Ex2.zip Ex 2] - Grays Harbor, Washington (~3 MB) | ||
*Ex 3 - Ocean Beach, California (~6 MB) | *[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R3-C3-Ex3.zip Ex 3] - Ocean Beach, California (~6 MB) | ||
*Ex 4 - St. Augustine Inlet, Florida (~3 MB) | *[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R3-C3-Ex4.zip Ex 4] - St. Augustine Inlet, Florida (~3 MB) | ||
*Ex 5 - Shark River Inlet, New Jersey (~3 MB) | *[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R3-C3-Ex5.zip Ex 5] - Shark River Inlet, New Jersey (~3 MB) | ||
*Ex 6 - Galveston Bay, Texas (~12 MB) | *[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R3-C3-Ex6.zip Ex 6] - Galveston Bay, Texas (~12 MB) | ||
*Ex 7 - Ship Island, Mississippi (~500MB) | *[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R3-C3-Ex7.zip Ex 7] - Ship Island, Mississippi (~500MB) | ||
*Ex 8 - Hazaki Oceanographic Research Facility, Japan (~7 MB) | *[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R3-C3-Ex8.zip Ex 8] - Hazaki Oceanographic Research Facility, Japan (~7 MB) | ||
*Ex 9 - Duck, North Carolina - DELILAH field experiment (~12 MB) | *[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R3-C3-Ex9.zip Ex 9] - Duck, North Carolina - DELILAH field experiment (~12 MB) | ||
*Ex 10 - Matagorda Ship Channel, Texas** | *Ex 10 - Matagorda Ship Channel, Texas** | ||
*Ex 11 - Matagorda Ship Channel, Texas (Salinity Transport) (~5 MB) | *[http://cirp.usace.army.mil/pubs/cases/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== | ||
*Ex 1 - Scalar Transport (~21 MB) | *[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R4-C1-Ex1.zip Ex 1] - Scalar Transport (~21 MB) | ||
==Laboratory Studies== | ==Laboratory Studies== | ||
*Ex 1 - Channel infilling and migration: steady flow only (~16 MB) | *[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R4-C2-Ex1.zip Ex 1] - Channel infilling and migration: steady flow only (~16 MB) | ||
*Ex 2 - Channel infilling and migration: waves parallel to flow (~9 MB) | *[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R4-C2-Ex2.zip Ex 2] - Channel infilling and migration: waves parallel to flow (~9 MB) | ||
*Ex 3 - Channel infilling and migration: waves perpendicular to flow (~8 MB) | *[http://cirp.usace.army.mil/pubs/cases/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** | *Ex 4 - Large-scale sediment transport facility** | ||
*Ex 5 - Clear water jet erosion over a hard bottom (~4 MB) | *[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R4-C2-Ex5.zip Ex 5] - Clear water jet erosion over a hard bottom (~4 MB) | ||
*Ex 6 - Bed aggradation and sediment sorting (~23 MB) | *[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R4-C2-Ex6.zip Ex 6] - Bed aggradation and sediment sorting (~23 MB) | ||
==Field Studies== | ==Field Studies== | ||
*Ex 1 - Channel infilling at Shark River Inlet, New Jersey (~15 MB) | *[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R4-C3-Ex1.zip Ex 1] - Channel infilling at Shark River Inlet, New Jersey (~15 MB) | ||
*Ex 2 - Ebb shoal morphology change at St. Augustine Inlet, Florida (~5 MB) | *[http://cirp.usace.army.mil/pubs/cases/CMS-VV-R4-C3-Ex2.zip Ex 2] - Ebb shoal morphology change at St. Augustine Inlet, Florida (~5 MB) | ||
*Ex 3 - Non-uniform sediment transport modeling at Grays Harbor, Washington** | *Ex 3 - Non-uniform sediment transport modeling at Grays Harbor, Washington** |
Revision as of 22:16, 20 May 2014
__NOTITLE__
Verification and Validation Test Cases
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**
- Ex 5 - Clear water jet erosion over a hard bottom (~4 MB)
- Ex 6 - Bed aggradation and sediment sorting (~23 MB)