Drainage Basin Drainage Patterns Flow

Total Page:16

File Type:pdf, Size:1020Kb

Drainage Basin Drainage Patterns Flow 1 Distribution of Earth’s water Fig. 10.2, p. 267 2 The hydrologic cycle Processes involved in the hydrologic cycle: Fig. 10.3, p. 267 Evaporation & Transpiration Precipitation Infiltration & Runoff 3 The Hydrologic Cycle 4 Drainage basin Def.: The entire area from which a stream and its tributaries receive their water Separated from another drainage basin by a divide http://www.ndsu.nodak.edu/tricollege/watershed/image/wpe1.gif 5 Drainage Basins and Divides Def. Divide: a line that separates two drainage basins Fig. 10.30, p. 289 6 Mississippi River drainage basin Fig. 10.31, p. 290 7 Rivers of North America (lots of them flow Northward!) http://www.worldatlas.com/webimage/countrys/namerica/printpage/nanewriv.htm 8 Picture: The "Continental Divide," the line that separates the Nelson/Red River drainage basin from the Mississippi/James drainage basin is marked by a sign along I_94, midway between Valley City and Jamestown, ND. 9 Classification of Streams Drainage Patterns Flow 10 Drainage Patterns Def: Pattern of the interconnected network of streams in an area 3 common: Dendritic Radial Rectangular (Trellis) 11 Drainage Patterns Fig. 10.32, p. 291 12 Dendritic drainage pattern 13 Flow Does the stream flow on a regular basis or not? 3 types: Perennial Intermittent 1 Ephemeral 14 Stream flow Velocity Gradient Discharge 15 Velocity ft/sec or metric equivalent Fig. 10.5, p. 269 16 Gradient The slope, or vertical drop per distance ft/mile or metric equivalent Fig. 10.7, p. 271 17 Discharge Def: the volume of water moving past a given point per unit time CFS = cubic feet/second = ft3/second = channel width x channel depth x velocity Ex: 100ft (width) x 15ft (depth) x 6 ft/sec = 9000 ft3/sec 18 Laminar vs. Turbulent Flow Laminar: Water flow parallel to bed of stream Turbulent: Disrupted flow 19 Velocity ft/sec or metric equivalent Fig. 10.5, p. 269 20 “Ideal” vs. Typical stream channel velocity profile 21 22 Factors that change downstream: INCREASE: Velocity (because of greater discharge, smoother and larger channel) Discharge Channel size (larger, smoother channel, greater discharge) DECREASE: Gradient Channel roughness 23 Transported material: the stream load Load: The quantity of material transported by the stream 2 Capacity: the maximum load a stream can transport Competence: the maximum SIZE particle a stream can transport 24 1) Dissolved load Mostly from groundwater leaching of soils and bedrock Amount not dependent on stream energy Quantity depends on climate 25 26 2) Suspended load Largest part of the load Controlled by water velocity and the settling velocity of each particle Usually silt or clay 27 Diagram of Load types 28 Suspended load 29 3) Bed load Coarse particles that move along the stream bottom Rolling Sliding Saltation (jump, skip, leap) Do not move constantly <10% of a stream’s load 30 31 Classification of Particle Size Gravel Pebble-cobble-boulder > 2.0 mm Sand 0.06 - 2.0 mm Silt (gritty in your teeth) 0.004 - 0.06 mm Clay (smooth in your teeth) < 0.004 mm 32 Erosion, Transport and Deposition Hjulström Diagram Velocity vs. Particle Size 33 Hjulström Diagram OBSERVED erosive power 3 34 Is there a downward limit to stream erosion? Yes, the downward limit is the base level, the lowest point to which a stream can erode Two general types of base level: Ultimate (sea level) Local (temporary) 35 Longitudinal profile of a stream 36 Changing stream conditions cause: Readjustment of stream activities Raising base level causes deposition Lowering base level causes erosion 37 A waterfall is an example of a local base level 38 Can streams achieve equilibrium? A graded stream is in equilibrium neither eroding nor depositing material but: only transporting material a self-regulating system, constantly adjusting toward equilibrium 39 Fig. 10.8, p. 273 40 Longitudinal profile of a stream 41 Graded stream 4.
Recommended publications
  • Explain How Rivers Adjust to a Change in Base Level with Reference to Examples You Have Studied (2013 Q1C)
    Isostasy | A1 Sample answer Explain how rivers adjust to a change in base level with reference to examples you have studied (2013 Q1C) Isostatic uplift is when land rises above sea level because of tectonic activity. This is usually due to a large weight being removed from the land e.g. when an ice cap melts. Eustatic changes are when the sea level drops. This is due to water being locked away somewhere e.g., in a glacier. When it melts, the sea level rises again. The River Nore in Kilkenny has experienced a change in base level. This can be seen since there are knickpoints along it, roughly 150-200m above sea level. A knickpoint can be seen when the sea level drops and a river rejuvenates because the river starts vertically eroding once more. Rejuvenation is the term used to describe a river that starts eroding like a youthful river even when it is in its old age stage. A knickpoint is a spot where the newly eroded river profile meets the old river profile. Sometimes you will find a waterfall here. River terraces are also found where rejuvenation has occurred. This is when a river forms a new floodplain that is lower down than the last. The remnants of the old floodplain are left as steps and are called terraces. If there are terraces on both sides of the river, they are called paired terraces. Terraces can be formed multiple times if the river rejuvenates more than once, appearing as a series of steps down to the river.
    [Show full text]
  • Late Holocene Sea Level Rise in Southwest Florida: Implications for Estuarine Management and Coastal Evolution
    LATE HOLOCENE SEA LEVEL RISE IN SOUTHWEST FLORIDA: IMPLICATIONS FOR ESTUARINE MANAGEMENT AND COASTAL EVOLUTION Dana Derickson, Figure 2 FACULTY Lily Lowery, University of the South Mike Savarese, Florida Gulf Coast University Stephanie Obley, Flroida Gulf Coast University Leonre Tedesco, Indiana University and Purdue Monica Roth, SUNYOneonta University at Indianapolis Ramon Lopez, Vassar College Carol Mankiewcz, Beloit College Lora Shrake, TA, Indiana University and Purdue University at Indianapolis VISITING and PARTNER SCIENTISTS Gary Lytton, Michael Shirley, Judy Haner, STUDENTS Leslie Breland, Dave Liccardi, Chuck Margo Burton, Whitman College McKenna, Steve Theberge, Pat O’Donnell, Heather Stoffel, Melissa Hennig, and Renee Dana Derickson, Trinity University Wilson, Rookery Bay NERR Leda Jackson, Indiana University and Purdue Joe Kakareka, Aswani Volety, and Win University at Indianapolis Everham, Florida Gulf Coast University Chris Kitchen, Whitman College Beth A. Palmer, Consortium Coordinator Nicholas Levsen, Beloit College Emily Lindland, Florida Gulf Coast University LATE HOLOCENE SEA LEVEL RISE IN SOUTHWEST FLORIDA: IMPLICATIONS FOR ESTUARINE MANAGEMENT AND COASTAL EVOLUTION MICHAEL SAVARESE, Florida Gulf Coast University LENORE P. TEDESCO, Indiana/Purdue University at Indianapolis CAROL MANKIEWICZ, Beloit College LORA SHRAKE, TA, Indiana/Purdue University at Indianapolis PROJECT OVERVIEW complicating environmental management are the needs of many federally and state-listed Southwest Florida encompasses one of the endangered species, including the Florida fastest growing regions in the United States. panther and West Indian manatee. Watershed The two southwestern coastal counties, Collier management must also consider these issues and Lee Counties, commonly make it among of environmental health and conservation. the 5 fastest growing population centers on nation- and statewide censuses.
    [Show full text]
  • Rivers and Base Level—Cool Stuff Earth Science Essentials by Russ Colson
    Stories of Other Worlds—How to Build a Landscape Rivers and Base Level—Cool Stuff Earth Science Essentials by Russ Colson The River—The state boundary that moves. The migration of rivers has a long and complex history in human politics and war. The problem arises because rivers were commonly used to mark boundaries of adjacent political entities. When the rivers inevitably migrated, as mature streams are wont to do, disagreements arose about who owned the new land formed on the inside bend of the meanders. It seems like a simple solution would be to keep the boundaries fixed, whether the river migrates or not. That way, the land controlled by a particular political entity is not changed by the vagaries of erosion and deposition. However, suppose that the river is an important defensive barrier against attack? Clearly, in that case the border needs to be maintained along the river. Or, what if the river is important for commerce and transportation? Again, keeping the border along the river makes sense, regardless of the gain or loss of land. In his 1715 (edition) book Of the Rights of War and Peace, Hugo Grotius took the view that many rivers are defensive boundaries and ...the river, by gradually altering its course, does also alter the borders of the territory; and whatsoever the river casts up to the opposite side, shall be under his jurisdiction, to whom the augmentation is made Although geologists treat the various processes of river migration (such as erosion, deposition, meander cut offs, etc) as part of a single process, courts have often ruled that they are quite different.
    [Show full text]
  • Classifying Rivers - Three Stages of River Development
    Classifying Rivers - Three Stages of River Development River Characteristics - Sediment Transport - River Velocity - Terminology The illustrations below represent the 3 general classifications into which rivers are placed according to specific characteristics. These categories are: Youthful, Mature and Old Age. A Rejuvenated River, one with a gradient that is raised by the earth's movement, can be an old age river that returns to a Youthful State, and which repeats the cycle of stages once again. A brief overview of each stage of river development begins after the images. A list of pertinent vocabulary appears at the bottom of this document. You may wish to consult it so that you will be aware of terminology used in the descriptive text that follows. Characteristics found in the 3 Stages of River Development: L. Immoor 2006 Geoteach.com 1 Youthful River: Perhaps the most dynamic of all rivers is a Youthful River. Rafters seeking an exciting ride will surely gravitate towards a young river for their recreational thrills. Characteristically youthful rivers are found at higher elevations, in mountainous areas, where the slope of the land is steeper. Water that flows over such a landscape will flow very fast. Youthful rivers can be a tributary of a larger and older river, hundreds of miles away and, in fact, they may be close to the headwaters (the beginning) of that larger river. Upon observation of a Youthful River, here is what one might see: 1. The river flowing down a steep gradient (slope). 2. The channel is deeper than it is wide and V-shaped due to downcutting rather than lateral (side-to-side) erosion.
    [Show full text]
  • Reservoir Prediction of Shallow Braided Delta Front by Comprehensive Prediction Error Filtering Analysis
    E3S Web of Conferences 245, 01029 (2021) https://doi.org/10.1051/e3sconf/202124501029 AEECS 2021 Reservoir prediction of shallow braided delta front by Comprehensive Prediction Error Filtering Analysis Wenjuan Li1* 1China Geological Environmental Monitoring Institute 100081 Beijing, China Abstract. For a more accurate reservoir prediction of braided delta front, the method of High Resolution Sequence Stratigraphy was adopted in Moxizhuang Oil Field with the assistance of Comprehensive Prediction Error Filter Analysis. J1s2 was divided into 2 fifth-order base-level cycles, 5 sixth-order base- level cycles, with the turnaround surfaces of base-level rise to fall, and time-equal correlation of shallow braided delta front was achieved. Through study of microfacies correlation in High Resolution Sequence Stratigraphy frame, it is apparent that base-level cycles control microfacies distribution, and furthermore reservoir distribution: reservoirs around turnaround surface of base-level falling to rising are thick and laterally connected, while reservoirs near the middle of base-level falling and base-level rising are relatively thinner and less laterally connected, and reservoirs close to the beginning of base-level falling and the end of base-level rising are undeveloped. 1 Introduction method of logging data spectrum analysis and High- Resolution Sequence Stratigraphy, which provides Moxizhuang Oilfield in the middle of Junggar Basin is theoretical guidance for the fine division, correlation and located in Gurbantunggut Desert in Mosuowan Town, prediction of reservoirs. Shihezi City, covering an area of 240Km2. Up to 2012, the proved petroleum geological reserves are 2059×104t. Moxizhuang Oilfield is structurally located at the 2 Regional geological backgrounds western tip of Mosuowan Uplift in the Central The Junggar Basin has experienced four stages: foreland Depression, a wide and gentle nose-like structure.
    [Show full text]
  • Geomorphic Assessment of the Rio Grande Upstream of Elephant Butte Reservoir
    Geomorphic Assessment of the Rio Grande Upstream of Elephant Butte Reservoir U.S. Department of the Interior Bureau of Reclamation Albuquerque Area Office Albuquerque, New Mexico April 2013 Mission Statements The mission of the Department of the Interior is to protect and provide access to our Nation’s natural and cultural heritage and honor our trust responsibilities to Indian Tribes and our commitments to island communities. The mission of the Bureau of Reclamation is to manage, develop, and protect water and related resources in an environmentally and economically sound manner in the interest of the American public. Geomorphic Assessment of the Rio Grande Upstream of Elephant Butte Reservoir prepared by Technical Services Division River Analysis Group Nathan Holste, M.S., P.E. Hydraulic Engineer Cover Photograph: Elephant Butte Reservoir Delta, looking downstream from near RM 39 (photo taken April 23, 2013) U.S. Department of the Interior Bureau of Reclamation Albuquerque Area Office Albuquerque, New Mexico April 2013 Table of Contents Page Executive Summary .............................................................................................. 1 Geomorphology and Channel Adjustment Concepts and Analyses................. 4 Sediment Balance.............................................................................................. 8 Drivers............................................................................................................. 10 Flow Magnitude, Frequency, and Duration .............................................
    [Show full text]
  • Modeling Delta Erosion with a Landscape Evolution Model
    7HFKQLFDO5HSRUW1R65+ 0RGHOLQJ'HOWD(URVLRQZLWKD /DQGVFDSH(YROXWLRQ0RGHO 86 'HSDUWPHQW RI WKH,QWHULRU %XUHDXRI5HFOD PDWLRQ 7HFKQLFDO6HUYLFH&HQWHU 'HQYHU &RORUDGR 6HSWHPEHU 0LVVLRQ6WDWHPHQWV 7KHPLVVLRQRIWKH'HSDUWPHQWRIWKH,QWHULRULVWRSURWHFWDQG SURYLGHDFFHVVWRRXU1DWLRQ¶VQDWXUDODQGFXOWXUDOKHULWDJHDQG KRQRURXUWUXVWUHVSRQVLELOLWLHVWR,QGLDQWULEHVDQGRXU FRPPLWPHQWVWRLVODQGFRPPXQLWLHV 7KHPLVVLRQRIWKH%XUHDXRI5HFODPDWLRQLVWRPDQDJHGHYHORSDQG SURWHFWZDWHUDQG UHODWHG UHVRXUFHVLQ DQ HQYLURQPHQWDOO\DQG HFRQRPLFDOO\VRXQGPDQQHULQ WKHLQWHUHVW RIWKH$PHULFDQ SXEOLF Table of Contents 1.0 Introduction 1 2.0 landscape Evolution Models 2 3.0 Discussion 3 4.0 Summary 4 5.0 References 5 1.0 Introduction The Elwha and Glines Canyon Dams were removed from the Elwha River between 2011 and 2014. The rate of removal of Glines Canyon Dam was established based on hydraulic and sediment study findings in the early 1990s. Phased notches of approximately 15 feet followed by 2 week to 2 month hold periods were planned. When dam removal was started in September 2011, field monitoring was used to track sediment erosion rates and numerical modeling was used to forecast sediment erosion rates. The integrated monitoring and modeling information was used to provide recommendations for adjusting the rate of dam removal. The rate could be increases if sed iment erosion objectives had been met for a given notch, or decreased to ensure the rate of river erosion kept pace with the rate of dam removal. Modeling was required on a quarterly basis during dam removal to inform the adaptive management program . Traditional numerical models, either 1D, 2D, or 3D were not utilized because of limitations in capturing the complexities associated with rapid and extensive vertical incision and lateral erosion of the delta during drawdowns. Another challenge was that the erosion was affected by sediment properties in the delta that varied both vertically and laterally from non-cohesive to cohesive, and had multiple layers of organics.
    [Show full text]
  • River Maintenance Methods Attachment
    Joint Biological Assessment, Part II River Maintenance Methods Attachment River Maintenance Methods Attachment 1. Introduction Each strategy can be implemented using a variety of potential methods. The selection of methods depends upon local river conditions, reach constraints, and environmental effects. Method categories are described in section 3.2.3. Methods are the river maintenance features used to implement reach strategies to meet river maintenance goals. Methods can be used as multiple installations as part of a reach-based approach, at individual sites within the context of a reach- based approach, or at single sites to address a specific river maintenance issue that is separate from a reach strategy. The applicable methods for the Middle Rio Grande (MRG) have been organized into categories of methods with similar features and objectives. Methods may be applicable to more than one category because they can create different effects under various conditions. The method categories are: • Infrastructure Relocation or Setback • Channel Modification • Bank Protection/Stabilization • Cross Channel (River Spanning) Features • Conservation Easements • Change Sediment Supply A caveat should be added that, while these categories of methods are described in general, those descriptions are not applicable in all situations and will require more detailed, site-specific, analysis for implementation. It also should be noted that no single method or method combination is applicable in all situations. The suitability and effectiveness of a given method are a function of the inherent properties of the method and the physical characteristics of each reach and/or site. It is anticipated that new or revised methods will be developed in the future that also could be used on the Middle Rio Grande.
    [Show full text]
  • Chapter 11: Rosgen Geomorphic Channel Design
    United States Department of Part 654 Stream Restoration Design Agriculture National Engineering Handbook Natural Resources Conservation Service Chapter 11 Rosgen Geomorphic Channel Design Chapter 11 Rosgen Geomorphic Channel Design Part 654 National Engineering Handbook Issued August 2007 Cover photo: Stream restoration project, South Fork of the Mitchell River, NC, three months after project completion. The Rosgen natural stream design process uses a detailed 40-step approach. Advisory Note Techniques and approaches contained in this handbook are not all-inclusive, nor universally applicable. Designing stream restorations requires appropriate training and experience, especially to identify conditions where various approaches, tools, and techniques are most applicable, as well as their limitations for design. Note also that prod- uct names are included only to show type and availability and do not constitute endorsement for their specific use. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual’s income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require alternative means for communication of program information (Braille, large print, audiotape, etc.) should contact USDA’s TARGET Center at (202) 720–2600 (voice and TDD). To file a com- plaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, SW., Washing- ton, DC 20250–9410, or call (800) 795–3272 (voice) or (202) 720–6382 (TDD).
    [Show full text]
  • Knickpoint Recession Rate and Catchment Area: the Case of Uplifted Rivers in Eastern Scotland
    Bishop, P. and Hoey, T. B. and Jansen, J. D. and Artza, I. L. (2005) Knickpoint recession rate and catchment area: the case of uplifted rivers in Eastern Scotland. Earth Surface Processes and Landforms 30(6):pp. 767-778. http://eprints.gla.ac.uk/3395/ 7 Knickpoint recession rate and catchment area: the case of uplifted rivers in Eastern Scotland Paul Bishop,* Trevor B. Hoey, John D. Jansen and Irantzu Lexartza Artza Department of Geography and Geomatics, Centre for Geosciences, University of Glasgow, Glasgow G12 8QQ, UK *Correspondence to: P. Bishop, Abstract Department of Geography and Geomatics, Centre for Knickpoint behaviour is a key to understanding both the landscape responses to a base-level Geosciences, University of fall and the corresponding sediment fluxes from rejuvenated catchments, and must be ac- Glasgow, Glasgow, G12 commodated in numerical models of large-scale landscape evolution. Knickpoint recession 8QQ, UK. E-mail: in streams draining to glacio-isostatically uplifted shorelines in eastern Scotland is used [email protected] to assess whether knickpoint recession is a function of discharge (here represented by its surrogate, catchment area). Knickpoints are identified using DS plots (log slope versus log downstream distance). A statistically significant power relationship is found between dis- tance of headward recession and catchment area. Such knickpoint recession data may be used to determine the values of m and n in the stream power law, E = KAmSn. The data have too many uncertainties, however, to judge definitively whether they are consistent with m = n = 1 (bedrock erosion is proportional to stream power and KPs should be maintained and propagate headwards) or m = 0·3, n = 0·7 (bedrock incision is proportional to shear stress and KPs do not propagate but degrade in place by rotation or replacement).
    [Show full text]
  • The Growth of a Mountain Belt Forced by Base-Level Fall: Tectonics and Surface Processes During the Evolution of the Alborz Mountains, N Iran
    The growth of a mountain belt forced by base-level fall: Tectonics and surface processes during the evolution of the Alborz Mountains, N Iran Ballato, P., Landgraf, A., Schildgen, T. F., Stockli, D. F., Fox, M., Ghassemi, M. R., ... & Strecker, M. R. (2015). The growth of a mountain belt forced by base-level fall: Tectonics and surface processes during the evolution of the Alborz Mountains, N Iran. Earth and Planetary Science Letters, 425, 204-218. doi:10.1016/j.epsl.2015.05.051 10.1016/j.epsl.2015.05.051 Elsevier Accepted Manuscript http://cdss.library.oregonstate.edu/sa-termsofuse 1 The growth of a mountain belt forced by base-level fall: Tectonics and surface processes 2 during the evolution of the Alborz Mountains, N Iran 3 4 Paolo Ballato (1)*, Angela Landgraf (1), Taylor F. Schildgen (1), Daniel F. Stockli (2), 5 Matthew Fox (3,4), Mohammad R. Ghassemi (5), Eric Kirby (6), and Manfred R. Strecker (1). 6 7 (1) Institut für Erd- und Umweltwissenschaften, Universität Potsdam, 14476 Potsdam, 8 Germany 9 (2) Department of Geological Sciences, Jackson School of Geosciences, Austin, TX 10 78712, USA 11 (3) Department of Earth and Planetary, Science, University of California, Berkeley, 12 CA, USA. 13 (4) Berkeley Geochronology Center, Berkeley, CA, USA 14 (5) Research Institute for Earth Sciences, GSI, Tehran 13185-1494, Iran 15 (6) College of Earth, Ocean, and Atmospheric Sciences, Oregon State University, 16 Corvallis OR 97331-5503, USA 17 18 * Corresponding author: [email protected] 19 Accepted fro publication in EPSL 20 Abstract 21 The idea that climatically modulated erosion may impact orogenic processes has 22 challenged geoscientists for decades.
    [Show full text]
  • Stream Processes (Modified from Fetter and Muldoon, 2008)
    PHYSICAL GEOLOGY LABORATORY Stream Processes (modified from Fetter and Muldoon, 2008) Objectives: 1. To observe the processes of erosion, transportation, and deposition by running water. 2. To be able to predict how stream processes will affect a stream channel through time. 3. To observe the inter-relation between groundwater and surface water. 4. To observe formation of a delta. Definitions: Bed Load Sediment rolling and sliding on the bottom of a stream. Suspended load Sediment in suspension due to turbulence. Channel The trough through which a stream flows. Floodplain The low flat area surrounding the river channel that floods when the river overflows its banks Meander A bend in a stream where the stream is actively eroding the outside bank while depositing sediment along the inside bank. Gradient The slope of the river. Point Bars Shallows on the inside bank of meanders, developed by deposition. Base Level The lowest level to which a stream can erode. Ultimate base level is the ocean, but local base levels such as lakes may also exist. Competence The maximum size particle that can be transported. 1 Stream Table: The stream table will have a moderate amount of water flowing, creating three lakes, one impounded by a dam (Lake A), another impounded in the lower end of the tank (Lake C), and a third with no tributary channel draining into it (Lake B). There will be a large rock in the middle of the channel below the dam. Figure 1. Top view of stream table. Figure 2. Side view of stream table. Groundwater / Surface Water Relationships
    [Show full text]