Figure 1. Map of Feather River Basin in northern California. (A) Region straddles the northwestern Sierra Nevada and Sacramento Valley.

Similar documents
Historical channel changes in the lower Yuba and Feather Rivers, California: Long-term effects of contrasting river-management strategies

Historical channel change on the Upper Gila River, Arizona and New Mexico in response to anthropogenic modifications and extreme floods

Step 5: Channel Bed and Planform Changes

The controls on and evolution of channel morphology of the Sacramento River: A case study of River Miles

Geomorphic Importance of Winter Peak Flows and Annual Snowmelt Hydrographs in a Sierra Nevada Boulder-Bedrock River

Stream Geomorphology. Leslie A. Morrissey UVM July 25, 2012

Upper Truckee River Restoration Lake Tahoe, California Presented by Brendan Belby Sacramento, California

Earth Science Chapter 6 Section 2 Review

FUTURE MEANDER BEND MIGRATION AND FLOODPLAIN DEVELOPMENT PATTERNS NEAR RIVER MILES 200 TO 191 OF THE SACRAMENTO RIVER PHASE III REPORT

Laboratory Exercise #3 The Hydrologic Cycle and Running Water Processes

LOMR SUBMITTAL LOWER NEHALEM RIVER TILLAMOOK COUNTY, OREGON

Erosion Surface Water. moving, transporting, and depositing sediment.

Stop 1: Marmot Dam Stop 1: Marmot Dam

Running Water Earth - Chapter 16 Stan Hatfield Southwestern Illinois College

CULTURAL HISTORY Suzzette Fig. 1. Undated Plat Map of Suzzette. Unsigned; probably drawn by J. Lee Chambers.

Final Exam. Running Water Erosion and Deposition. Willamette Discharge. Running Water

Surface Water and Stream Development

Chapter 12: River Systems and Landforms

Lecture 19: Fluvial Facies

Riparian Assessment. Steps in the right direction... Drainage Basin/Watershed: Start by Thinking Big. Riparian Assessment vs.

LOMR SUBMITTAL LOWER NESTUCCA RIVER TILLAMOOK COUNTY, OREGON

PolyMet NorthMet Project

LANDFORMS OF THE LOWER YUBA RIVER

NATURAL RIVER. Karima Attia Nile Research Institute

11/12/2014. Running Water. Introduction. Water on Earth. The Hydrologic Cycle. Fluid Flow

HYDROLOGY AND HYDRAULICS MUSKEG RIVER BRIDGE

PR122A NARRATIVE Updated 25 July 2014

ADDRESSING GEOMORPHIC AND HYDRAULIC CONTROLS IN OFF-CHANNEL HABITAT DESIGN

Technical Memorandum No Sediment Model

GEOL 1121 Earth Processes and Environments

Conceptual Model of Stream Flow Processes for the Russian River Watershed. Chris Farrar

Fate of historic metal releases from the Coeur d Alene mining district Northern Idaho

Vermont Stream Geomorphic Assessment. Appendix E. River Corridor Delineation Process. VT Agency of Natural Resources. April, E0 - April, 2004

NATURE OF RIVERS B-1. Channel Function... ALLUVIAL FEATURES. ... to successfully carry sediment and water from the watershed. ...dissipate energy.

Avoiding Geohazards in the Mid-Atlantic Highlands by Using Natural Stream Principles

Stream Classification

Streams. Stream Water Flow

Streams. Water. Hydrologic Cycle. Geol 104: Streams

Rivers T. Perron

PR167 NARRATIVE Updated 25 July 2014

FLUVIAL LANDFORMS. Floodplains

General Geologic Setting and Seismicity of the FHWA Project Site in the New Madrid Seismic Zone

The last three sections of the main body of this report consist of:

Diagnostic Geomorphic Methods for Understanding Future Behavior of Lake Superior Streams What Have We Learned in Two Decades?

DISCUSSION PURPOSES ONLY C A L I F O R N I A S T A T E L A N D S C O M M I S S I O N

FUTURE MEANDER BEND MIGRATION AND FLOODPLAIN DEVELOPMENT PATTERNS NEAR RIVER MILES 241 TO 235, SACRAMENTO RIVER

Climatic Change Implications for Hydrologic Systems in the Sierra Nevada

Opportunities to Improve Ecological Functions of Floodplains and Reduce Flood Risk along Major Rivers in the Puget Sound Basin

Starting at Rock Bottom

SUPPLEMENTAL INFORMATION DELFT 3-D MODELING: MODEL DESIGN, SETUP, AND ANALYSIS

APPENDIX A M&T/Llano Seco Long-Term Water Reliability Study These photos are examples of rock spurs in use throughout the United States

WITTKOP, BENNETT, CHORMANN AND WUNSCH

Year 6. Geography. Revision

Bank Erosion and Morphology of the Kaskaskia River

PENNSYLVANIA DEPARTMENT OF TRANSPORTATION ENGINEERING DISTRICT 3-0

Chapter 11. Rivers: Shaping our landscape

4.3. Geomorphologic route along the Urasalakh River

Probabilistic Evaluation of a Meandering Low-Flow Channel. February 24 th, UMSRS

FLUVIAL GEOMORPHOLOGY OF THE ENTIAT RIVER, WA, AND IMPLICATIONS FOR STREAM RESTORATION

River Meandering and Braiding. Pierre Y. Julien. Department of Civil and Environmental Engineering Colorado State University Fort Collins, Colorado

CR AAO Bridge. Dead River Flood & Natural Channel Design. Mitch Koetje Water Resources Division UP District

Kaskaskia Morphology Study Headwaters to Lake Shelbyville

Section 5. Low-Gradient Streams. What Do You See? Think About It. Investigate. Learning Outcomes

Pat Dryer Half Moon Lake: A True Oxbow Lake? Geography 364 April 1 st, 2007

Influence of Paleochannels on Seepage

Sacramento Valley Groundwater Basin, Sutter Subbasin

ES 105 Surface Processes I. Hydrologic cycle A. Distribution % in oceans 2. >3% surface water a. +99% surface water in glaciers b.

Flow regime, floodplain inundation and floodplain waterbody connectivity at Congaree National Park

USGS scientists with Venezuelan military liaisons.

PR206 NARRATIVE Updated 16 June 2015

SUPPLEMENTAL MATERIAL

1. The topographic map below shows a depression contour line on Earth's surface.

DOWNSTREAM SORTING OF SEDIMENT (additional control on channel width, depth and slope)

Leveraging new models and data to improve flood stage forecast. Improving Flood Stage Forecasting in the Feather River Watershed. September 11 th 2015

4.17 Spain. Catalonia

4.9 GEOLOGY AND SOILS

Page 1. Name:

Figure 1. Which part of the river is labelled in Figure 1? a) Mouth b) Source c) Lower course d) channel

Lab 12 Coastal Geology

Solutions to Flooding on Pescadero Creek Road

Wetland & Floodplain Functional Assessments and Mapping To Protect and Restore Riverine Systems in Vermont. Mike Kline and Laura Lapierre Vermont DEC

The Geology of Sebago Lake State Park

Chapter 3 Erosion in the Las Vegas Wash

PHYSICAL GEOGRAPHY. By Brett Lucas

STAAR Science Tutorial 40 TEK 8.9C: Topographic Maps & Erosional Landforms

UPPER COSUMNES RIVER FLOOD MAPPING

OBJECTIVES. Fluvial Geomorphology? STREAM CLASSIFICATION & RIVER ASSESSMENT

Structural Geology Lab. The Objectives are to gain experience

3.3 CLIMATE, GEOLOGY, TOPOGRAPHY, AND SOILS CLIMATE GEOLOGY TOPOGRAPHY

GEOMORPHIC CHANGES IN LOWER CACHE CREEK 2012

Highland Lake Bathymetric Survey

FUTURE MEANDER BEND MIGRATION AND FLOODPLAIN DEVELOPMENT PATTERNS NEAR RIVER MILES 200 TO 191 OF THE SACRAMENTO RIVER

!"#$%&&'()*+#$%(,-./0*)%(!

GLG362/GLG598 Geomorphology K. Whipple October, 2009 I. Characteristics of Alluvial Channels

SURFACE GEOLOGY AND LIQUEFACTION SUSCEPTIBILITY IN THE INNER RIO GRANDE VALLEY NEAR ALBUQUERQUE, NEW MEXICO

Sedimentation Rate Change in the Winooski River Delta

Overview of fluvial and geotechnical processes for TMDL assessment

Countermeasure Calculations and Design

IMPORTANCE OF GEOLOGIC CHARACTERIZATION FOR LEVEE FOUNDATION AND BORROW MATERIALS AS STUDIED AT THE INDIAN GRAVES LEVEE DISTRICT, ADAMS COUNTY, IL

3.0 ROBERTS BANK TIDAL FLAT MORPHOLOGY

Transcription:

Figure 1. Map of Feather River Basin in northern California. (A) Region straddles the northwestern Sierra Nevada and Sacramento Valley. (B) Feather River Basin with Yuba and Bear subbasins. Most hydraulic mines were near 121 W longitude in Yuba and Bear basins.

Figure 2. Levee spacings with narrow Feather River floodway, wide Yuba R. floodway, and narrow constriction at Yuba mouth.

Figure 3. Levee cross-valley spacings in 1999 compared to 1909 (Feather River) and 1906 (Yuba River).

Figure 4. Widening of levee spacings from 1909 to 1999 on the lower Feather River. Levee spacings in 1909 were narrower. (A) 1909 levees on the east bank above and below Star Bend constricted channels to not much wider than low-water channel. By 1999 these constrictions were gone. 1909 west bank levees B were in essentially the same position as in 1999. (B) Levees positions on east bank of Feather River changed little from 1909 to 1999. A railroad embankment on the right bank constrained widths of moderate floods to less than 250 m. High floods flowed into Sutter Basin through crevasses. A Star Bend

Figure 5. Excerpt of rectified north half of Von Schmidt (1859) map of lower Feather River (flowing north to south) and Yuba River (flowing from upper right). Scale added.

Figure 6. 1906 longitudinal profile of lower Yuba River from The Narrows in the fan apex to Shanghai Bend below the Feather River confluence. Solid line is channel-bed elevation in 1906. The middle dashed and lower dotted lines are elevations of the pre-mining channel and bedrock, respectively. Numbers adjacent to thin vertical lines are depths of boreholes (meters) done in 1898 1899 that provide minimum depths of hydraulic mining sediment. Two thick vertical lines give depths to bedrock (17 and 15.9 m) based on bedrock exposed by dredging. (Source: CDC, 1906).

Figure 7. Excerpt from 1861 map of Yuba County showing two features not shown on 1859 map: (a) a channel southeast of the main channel around the area marked Linda. (b) a western chute cutting off the confluence. These conditions should represent pre-mining channels. (Source: Wescoatt, 1861)

Figure 8. Early positions of lower Yuba River based on Mendell s 1882 map. Undated paleochannels (light dotted) match 1859 pre-mining channels (dark dashed) (Von Schmidt, 1859; cf. Figure 5). A pre-1876 channel to the south (light dotted) matches the channel shown by Wescoatt (1861) and is interpreted as contemporary with the 1859 pre-mining channel to the north. A channel system along the south levee was labeled low-water channel in 1876. By 1880, much of the low-water Yuba channel had shifted two to three km northwest. Source: Mendell (1882) based on 1879 survey by Hall (1880).

Figure 9. Yuba River floodplain above Marysville in 1906. Lightly shaded channel is 1906 low-water channel. Dark channel is 2006 low-water channel. Heavy dashed line in southwest is 1859 channel (Von Schmidt, 1859). Heavy dotted line above and below center is 1879 channel (Mendell 1882). Other channels are 1906 high-water channels including former locations of main channel. Bordering lines along northwest and southeast floodplain margins are levees 4.1 km apart. Star is site of USGS stream gage and stratigraphic section. (Source: CDC, 1906, Sheet 2)

A C Historical B Figure. 10. Historical sediment at the US Geological Survey stream gauge on the Yuba River near Marysville is more than 6 m deep. A stump near the base of the section, rooted in pre-historic sediment, has two root crowns; indicating that the tree survived initial burial.

Figure 11. Excerpt from 1865 map of Yuba-Feather confluence showing three cutoffs from the lower Yuba southern meander bend in early stages of channel aggradation. The northern cutoff (NC) became an avulsion, abandoning the southern meander (SM) over which the Linda levee was later built (Figure 8). The southern cutoff (SC) apparently connected the Yuba River SM to the Feather River at Elisa Bend (EB). The western chute (WC) may be the same high-water channel shown in 1861 (Figure 7) which was later dredged. (Source: Pixley et al., 1865.) WC NC SM SC EB

X B X A Figure 12. Channelization around the Yuba-Feather confluence. A. A series of ditches were dredged south of Marysville by 1909. Two ditches connected with the Feather River at Elisa Bend and another turned the confluence south. Stratigraphic sections collected at the Xs are shown in Figures 13 and 15. (Source: CDC, 1912) B. These ditches are shown prominently in 1914. (Source: Crook, 1914)

Figure 13. Stratigraphic section on right bank of lower Yuba River at Marysville. Dark, massive silts at the base represent pre-mining alluvium. Historical sediment is highly stratified and at least 4.5 m thick; probably 5.5 m thick. BD is bulk density; T Hg is total elemental mercury concentration in sediment samples.

Fig. 14. Feather River channel changes at Elisa and Shanghai Bends. (A) In 1906, the Feather River in this area was beginning to experience changes in planform. Levees above the bend had shifted the channel eastward and altered the flow direction above the bend. The straight Dredge Canal to the south along the west levee initiated flows that bypassed Elisa Bend that ultimately resulted in an avulsion. (Source: CDC, 1912). (B) By 1909, much of the flow was passing south through the new dredged channel which was no longer straight but had begun a meander to the east. Elisa Bend was shifting south in a lower-amplitude wave. (C) The modern topography shows the configuration of upper Shanghai Bend and the channel scar that was Elisa Bend. Derived from 1999 LiDAR and sonar data. A EB

Figure 15. Stratigraphic sections of Feather River right bank exposures. (A) Above Shanghai Bend showing historical sediment ~5.5 m thick. Total mercury concentrations in sediment samples A through D were 0.18, 0.47, 0.35, and 0.05, respectively. (B) Below Shanghai Bend a distinct soil clearly marks premining surface ~3.3 m deep.

Figure 16. Sand sheets below the Bear River confluence are interpreted as a legacy of sediment from the hydraulic mining era. October, 1998. (Source of photo: California Department of Water Resources)

Figure 17. Lower Feather River at Sutter Bypass confluence. (A) 1909 CDC map: incipient cutoff of single channel. (B) Shaded relief map with oxbow lake largely filled in 1999. Derived from LiDAR DEM and SONAR channel bathymetry (Stonestreet and Lee, 2000).

Figure 18. Alternating longitudinal bars on lower Feather River from the beginning of Sutter Bypass to the Sacramento confluence. (A) Long wavelength bars on 1909 map (CDC, 1912). (B) Short wavelength bars on August 4 th, 1966 aerial photograph (EROS, 1966)

Figure 19. Crevasses through Southern Pacific Railroad embankment delivering water and sediment from lower Feather River to Sutter Basin. (Source: CDC, 1912)