GRADE CONTROL: the VIFFLE {Combo of the cross- Vane & rocked rIFFLE}

Slides:

Advertisements

Similar presentations

DINGMANS CREEK RIGHT BANK RIPARIAN VEGETATION PLANTINGS, WITH SOME SOIL CHOKE & PLANTING OF EXISTING Rt. 209 DELAWARE WATER GAP NATIONAL RECREATION.

Advertisements

Bioengineering & “Funnel” Strategy Nichols Road Bridge, Onondaga Creek, NY A completed project needed some “tweaking” and veg. Top bank stone.

ONONDAGA CREEK, NEAR SYRACUSE, NY. SITE 5-D & OTHER REACHES {Engineered Rocked Riffles (with all stones in compression), Traffic Control Stones, LPSTP,

WAYNE KINNEY’S REALLY TALL ENGINEERED ROCKED RIFFLES (ERR) CASE STUDY: ERR #12, WHICH IS A 4.7 FT TALL STRUCTURE.

SAND THE FOOT OF KANOPOLIS DAM, KANSAS Let’s build Engineered Rocked Riffle #5 the most upstream of the five riffles that will be constructed.

Irish Gulf, Boston, NY  Vertical eroding banks  Urban  Pool-riffle-pool regime  Gravel-cobble bed stream  Small stream (average width 30 ft, 10 ft.

BUSTING MYTHS. BUSTING MYTHS ADVENTITIOUS ROOTING PLANTS CANNOT BE PLANTED DEEP Onondaga Nichol Road Bridge, Lafayette, NY.

GRADE CONTROL. STABILIZE HEADCUTS FIRST, THEN WORRY ABOUT BANK INSTABILITY SECOND.

DINGMANS CREEK, SITE 4, SMALL SLIDE, DELAWARE WATER GAP PROJECT VEGETATED KEYS; TRAFFIC CONTROL STONES; PLANTINGS; SINGLE STONE BENDWAY WEIRS; & A RANDOM.

LONGITUDINAL PEAKED STONE TOE PROTECTION {LPSTP}

Articulating Concrete Mattress (ACM) Systems

THE ENGINEERED FLOODPLAIN BENCH. Conceptually, for an incised system you can: raise the stream, lower the floodplain, or a little of both Lower either.

TRADITIONAL WINDROW & TRENCH-FILL REVETMENTS, & A NEW INVENTION, VEGETATED TRENCH-FILL REVETMENT {All 3 are classified as “Setback Revetments”}

BEE–WARE OF THE BEES-ELTON 7 BRIDGE Under construction-Elton Creek DS of Freedom 7 Bridge-derrick-Oct 2007.

GOODWIN MCBRIDE PROPERTY, NEAR BATESVILLE, MS. CONSTRUCTED FEB 26 - MAR 2, 2007 The final design was based on the landowner’s required stream and.

OSBORNE HOLLOW CREEK ROAD PROTECTION PROJECT. Gravel-Cobble Bed Stream – Rural, Pool-Riffle-Pool, Stream Slope 2-3% Goals: Halt bank erosion to protect.

How Do You Choose A Bank Protection Method? A delicate balance is required, as demonstrated here by Roundman Chosen method (or combination of methods)

ONONDAGA CREEK, NEAR SYRACUSE, NY. SITE 5-D & OTHER REACHES {Engineered Rocked Riffles (with all stones in compression), Traffic Control Stones, LPSTP,

STONES DRILLED & PINNED TO BEDROCK WITH METAL RODS (Two case studies) by Dave Derrick.

The Slit Brush Layering Method. THIS METHOD IS A DAVE DERRICK DISCOVERY (DDD)

ELTON CREEK, DS OF FREEDOM 7 BRIDGE, FREEDOM, NY.  Bank erosion is threatening a farm road  NRCS –Environmental Quality Incentives Program {EQIP} cost.

LOCKED LOGS (LL). THIS METHOD IS A DAVE DERRICK DISCOVERY (DDD)

Sulphur Dunnigan Burn Dump, Yolo County, CA. (30 miles north of Sacramento, CA.) BUILT 1998.

POPLAR RIVER, LUTSEN, MN. SEPARATING THE MEGA-SLIDE FROM THE RIVER (AND MORE) By the stream dream team.

AT-GRADE, HINGED, & UNDERGROUND GRADE CONTROL. AT-GRADE & HINGED GRADE CONTROL STRUCTURE ON HICKAHALLA CREEK NEAR SENATOBIA, MS. Constructed in 1989 to.

RANDOM BOULDER FIELDS {RBF} (For bank protection) 2 EXAMPLES

Check out the bingo sign! CAZENOVIA STEPHENSON ST. BRIDGE.

ICE DAMAGE REDUCTION PROJECT- CHAUTAUQUA MOUTH (LAKE ERIE) WESTFIELD, NY Pix by Dave Spann.

STONES IN COMPRESSION – BOTH NATURALLY & MACHINE PLACED by Dave Derrick.

SOIL-CHOKED STONE KEYS WITH VEGETATION

CASE STUDY- West Fork Beaver River, West Point, OH. Constructed Sept

SUB MAR West Fork of Beaver River West Point, OH. Pre-project pictures. Note eroding outer bank.

West Fork Beaver River, West Point, OH. Constructed Sept Minimal height Bendway Weirs in a gravel-cobble-sand-silt bed stream for thalweg realignment.

DUCK CREEK EAST OF EASTERN AVENUE DAMAGED BY THE BIG RAIN ON JUNE 12, 2008 (7 inches in an hour, Q-75 year flow) PROJECT CONSTRUCTED BY CITY OF DAVINPORT,

Sulphur Dunnigan Burn Dump, Yolo County, CA. (30 miles north of Sacramento, CA.) BUILT 1998.

SINGLE STONE BENDWAY WEIRS

Big Pipeline Crossing Protection Project for Williams on the Guadalupe River, South of Victoria, TX. (near the harbor) 1.3 Million Dollars Took 3 crews.

BW - CHAPTER 14: CASE STUDY- NEOSHO RIVER, ALLEN COUNTY, (MIKE GEFFERT’S PROPERTY) SOUTHEAST KANSAS Constructed May-July 2000 Using Bendway Weirs for thalweg.

DEAD DIKES. DEAD DIKES USING DEAD POSTS IS A DAVE DERRICK DISCOVERY (DDD)

HAW CREEK, PIKE COUNTY, MISSOURI-TRIB TO SALT RIVER ERODING STREAM THREATHENING COUNTY ROAD #107, FOURTEEN FT TALL ERODING BANK WITHIN 4 FT OF THE ROAD,

Hydraulic Cover Stones (HCS)

Check out the bingo sign! CAZENOVIA STEPHENSON ST. BRIDGE.

THE STEP- BY STEPS: as posted on the FTP site. Cross-section of Eroded Bank.

McKinstry Creek, Delevan, NY This was a complete stream and floodway realignment. Constructed June-July The stream had been straightened prior.

Bioengineering & “Funnel” Strategy Nichols Road Bridge, Onondaga Creek, NY A completed project needed some “tweaking” and veg. Top bank stone.

HAW CREEK, PIKE COUNTY, MISSOURI-TRIB TO SALT RIVER ERODING STREAM THREATHENING COUNTY ROAD #107, FOURTEEN FT TALL ERODING BANK WITHIN 4 FT OF THE ROAD,

VINES & LOW GROWING GROUNDCOVERS: OVERLOOKED RESTORATION TECHNIQUES.

Design and Implementation of Large Wood Structures at Twelvemile Creek Prince of Wales Island Tongass National Forest The Nature Conservancy TEAMS Enterprise.

NYS-DOT REGION 6 ROAD PROTECTION FOR ROUTE 248 CHENUNDA CREEK, SOUTH OF WELLSVILLE, NY. CONSTRUCTED AS A HANDS-ON WORKSHOP SEPTEMBER 2006.

CASE STUDY:Grand River at Route “A” 100 miles north of Kansas City, MO. Constructed June 2001 False Banklines using LPSTP (medium-sized river)

GOAL & FUNCTION-BASED DESIGN FOR RIPARIAN & STREAM SYSTEMS THE EIGHTEENMILE CREEK PROJECT PHASE I CONSTRUCTED AUG-SEPT 2003 PHASE II CONSTRUCTED JUNE 18-20,

McKinstry Creek NYS DOT Mitigation Project STREAM & RIPARIAN COORIDOR RESTORATION, WETLAND REWETTING, VERNAL POOLS, “RPM” PLANT EXPERIMENTAL TEST PLOTS,

THE ROCK BOX  Cost to build Rock Box $18K, constructed of ½ inch steel plate, box is designed to increase in-stream stone placement production by keeping.

Check out the bingo sign! CAZENOVIA STEPHENSON ST. BRIDGE.

DINGMANS CREEK, SITE 4, SMALL SLIDE, DELAWARE WATER GAP PROJECT VEGETATED KEYS; TRAFFIC CONTROL STONES; PLANTINGS; SINGLE STONE BENDWAY WEIRS; & A RANDOM.

BUSTING MYTHS VEGETATION TAKES A LONG TIME TO GET ESTABLISHED GOODWIN CREEK, MS. CONSTRUCTED AS A HANDS-ON WORKSHOP, MARCH 2007.

BEE–WARE OF THE BEES-ELTON 7 BRIDGE Under construction-Elton Creek DS of Freedom 7 Bridge-derrick-Oct 2007.

Half-Drowned Bushes with Traffic Control Stones & additional plantings.

ELTON CREEK, DS OF FREEDOM 7 BRIDGE, FREEDOM, NY. Bank erosion is threatening a farm road NRCS –Environmental Quality Incentives Program {EQIP} cost share.

GOODWIN WARNER MCBRIDE PROPERTY, NEAR BATESVILLE, MS. CONSTRUCTED FEB 26 – MAR 2, 2007 The final design was based on the landowner’s required stream.

Headcut gets taller & ACM mat flips out of the upstream key trench of the downstream pipe crossing, which causes problems. Project.

GOAL & FUNCTION-BASED DESIGN FOR RIPARIAN & STREAM SYSTEMS THE EIGHTEENMILE CREEK PROJECT PHASE I CONSTRUCTED AUG-SEPT 2003 PHASE II.

WAYNE KINNEY’S REALLY TALL ENGINEERED ROCKED RIFFLES (ERR) CASE STUDY: ERR #12, WHICH IS A 4.7 FT TALL STRUCTURE.

ONONDAGA CREEK, NEAR SYRACUSE, NY

CASE STUDY- West Fork Beaver River, West Point, OH. Constructed Sept

SINGLE STONE BENDWAY WEIRS

VEGETATION DOES NOT TAKE A LONG TIME TO GET ESTABLISHED GOODWIN CREEK, MS. CONSTRUCTED AS A HANDS-ON WORKSHOP, MARCH 2007.

In-Stream Structures & Grade Control

Guadalupe Williams Pipeline Crossing, South of Victoria, TX

Presentation transcript:

GRADE CONTROL: the VIFFLE {Combo of the cross- Vane & rocked rIFFLE}

THIS METHOD IS A DAVE DERRICK & JOHN MCCULLAH DISCOVERY {hatched late at night in the Seattle airport while headed to Alaska}

THE VIFFLE: Combining the best attributes of both the Cross-Vane (hydraulically braking {slowing} current near both banks) & the Engineered Rocked Riffle (riffle dissipating energy, improving fish passage, & moving the deep scour hole from underneath the structure to a position downstream of the ERR).

THE VIFFLE Combination of a Cross- Vane & Rocked Riffle Onondaga Creek, Site 5-D, Lafayette, NY Mini case study: 2 of 4

Step #1: Build the two Rock Vanes (arms) & center connector of the Cross-Vane & key the CV deeply into both banks with robust vegetated keys.

Looking US at the rock Cross-Vane section of a Viffle, rocked riffle not constructed yet. Onondaga Creek, Site 5-D, Aug Photo by Mark Schaub, OCSWCD Mini case study: 2 of 4

Step #2: Starting downstream, dig into the bed across the channel between the two keys & start placing stones in compression underground & building upstream with rows of stones placed in compression until this ERR is blended into the Cross-Vane structure.

Onondaga Creek, Site 5-D, Looking across & US at the completed VIFFLE (Vane rIFFLE), Rocked riffle section choked with creek cobble-gravel. Photo by Mark Schaub, OCSWCD Mini case study: 3 of 4

Looking a great looking Viffle from John McCullah Note bank protection

It’s over!!!! THE JOHN & DAVE SHOW THANKS YOU FOR YOUR ATTENTION !!

This PowerPoint presentation was developed & built by Dave Derrick. Any questions or comments, call my personal , or Enjoy the information!!

Pix Derrick Aug xx, 2013Mini case study: 4 of 4 7 YEARS LATER-Looking US at the Viffle. In excellent shape & functioning