Alluvial
Fan
Flooding
Committee on Alluvial Fan Flooding
Water Science and Technology Board
Commission on Geosciences, Environment, and Resources
National Research Council
NATIONAL ACADEMY PRESS
Washington, D.C. 1997
NATIONAL ACADEMY PRESS 2101 Constitution Avenue, N.W. Washington, DC 20418
Support for this project was provided by the U.S. Federal Emergency Management Agency under Contract Agreement EMW-94-C-4550.
Library of Congress Catalog Card Number 96-69351
International Standard Book Number 0-309-05542-3
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Cover credit: Alluvial fan flooding at Magnesia Spring Canyon in July 1979 caused one death and more than $7 million in damage. Photograph taken from 1989 FEMA Document 165, Alluvial Fans: Hazards and Management.
Copyright ©1996 by the National Academy of Sciences. All rights reserved.
Printed in the United States of America
STANLEY A. SCHUMM, Chair, Colorado State University, Fort Collins, Colorado
VICTOR R. BAKER, University of Arizona, Tucson
MARGARET (PEGGY) F. BOWKER, Nimbus Engineers, Reno, Nevada
JOSEPH R. DIXON, U.S. Army Corps of Engineers, Phoenix, Arizona
THOMAS DUNNE, University of California, Santa Barbara
DOUGLAS HAMILTON, engineering consultant, Irvine, California
HJALMAR W. HJALMARSON, consultant, Camp Verde, Arizona
DOROTHY MERRITTS, Franklin & Marshall College, Lancaster, Pennsylvania
Staff
CHRIS ELFRING, Study Director
ANGELA BRUBAKER, Research Assistant
ETAN GUMERMAN, Research Associate
ROSEANNE PRICE, Consulting Editor
DAVID L. FREYBERG, Chair, Stanford University, Stanford, California
BRUCE E. RITTMANN, Vice-Chair, Northwestern University, Evanston, Illinois
LINDA ABRIOLA, University of Michigan, Ann Arbor
PATRICK L. BREZONIK, University of Minnesota, St. Paul, through June 30, 1996
JOHN BRISCOE, The World Bank, Washington, D.C.
WILLIAM M. EICHBAUM, The World Wildlife Fund, Washington, D.C.
WILFORD R. GARDNER, University of California (emeritus), Berkeley
EVILLE GORHAM, University of Minnesota, St. Paul
THOMAS M. HELLMAN, Bristol-Myers Squibb Company, New York, New York
CHARLES D. D. HOWARD, Charles Howard & Associates, Ltd., Victoria, British Columbia, Canada
CAROL JOHNSTON, University of Minnesota, Duluth
WILLIAM M. LEWIS, JR., University of Colorado, Boulder
JOHN W. MORRIS, J. W. Morris, Ltd., Arlington, Virginia
CAROLYN H. OLSEN, Brown and Caldwell, Pleasant Hill, California, through June 30, 1996
CHARLES R. O'MELIA, The Johns Hopkins University, Baltimore, Maryland
REBECCA T. PARKIN, American Public Health Association, Washington, D.C.
IGNACIO RODRIGUEZ-ITURBE, Texas A&M University, College Station
HENRY VAUX, JR., University of California, Oakland
Staff
STEPHEN D. PARKER, Staff Director
SHEILA D. DAVID, Senior Staff Officer
CHRIS ELFRING, Senior Staff Officer
GARY D. KRAUSS, Staff Officer
JACQUELINE A. MACDONALD, Senior Staff Officer
M. JEANNE AQUILINO, Administrative Associate
ETAN GUMERMAN, Research Associate
ANITA A. HALL, Administrative Assistant
ANGELA F. BRUBAKER, Research Assistant
ELLEN DE GUZMAN, Project Assistant
MARY BETH MORRIS, Senior Project Assistant
M. GORDON WOLMAN, Chair, The Johns Hopkins University, Baltimore, Maryland
PATRICK R. ATKINS, Aluminum Company of America, Pittsburgh, Pennsylvania
JAMES P. BRUCE, Canadian Climate Program Board, Ottawa, Ontario, Canada
WILLIAM L. FISHER, University of Texas, Austin
JERRY F. FRANKLIN, University of Washington, Seattle
GEORGE M. HORNBERGER, University of Virginia, Charlottesville
DEBRA S. KNOPMAN, Progressive Foundation, Washington, D.C.
PERRY L. MCCARTY, Stanford University, California
JUDITH E. MCDOWELL, Woods Hole Oceanographic Institute, Massachusetts
S. GEORGE PHILANDER, Princeton University, New Jersey
RAYMOND A. PRICE, Queen's University at Kingston, Ontario, Canada
THOMAS C. SCHELLING, University of Maryland, College Park
ELLEN K. SILBERGELD, University of Maryland Medical School, Baltimore
STEVEN M. STANLEY, The Johns Hopkins University, Baltimore, Maryland
VICTORIA J. TSCHINKEL, Landers and Parsons, Tallahassee, Florida
Staff
STEPHEN RATTIEN, Executive Director
STEPHEN D. PARKER, Associate Executive Director
MORGAN GOPNIK, Assistant Executive Director
GREGORY SYMMES, Reports Officer
JAMES MALLORY, Administrative Officer
SANDI FITZPATRICK, Administrative Associate
SUSAN SHERWIN, Project Assistant
People have long elected to build in flood-prone areas-whether because they sought easy access to the waterways that were once our main transportation routes, because they offer relatively flat building sites, or because of their aesthetic appeal. As the population increases and people search for desirable locations to live, they sometimes come into conflict with those who regulate construction on floodplains. In the western United States, some of the most intense conflicts revolve around development on alluvial fans, which can be susceptible to a particularly catastrophic type of flooding. Controversy over alluvial fan flooding issues led the Federal Emergency Management Agency (FEMA) to ask the National Research Council (NRC) for help. As a result, the NRC established the Committee on Alluvial Fan Flooding with a membership composed of eight engineers and earth scientists, all of whom have experience with alluvial fan morphology and processes.
The committee was charged to revise the existing definition of alluvial fan flooding, to develop criteria to determine if an area is subject to alluvial fan flooding, and to provide examples of the application of the definition and the criteria used. The committee recognized immediately that in addition to "alluvial fan flooding," there exists a broader category termed "uncertain flowpath flooding" that requires further consideration by FEMA. Confusion caused by linking two aspects of the flood hazard (i.e., land form type and uncertainty in flood processes) is part of the reason for the controversy on this subject. This committee cannot claim to have the final word on what it considers to be a complex technical and regulatory issue, hence we may not have achieved everything desired by FEMA. It has, however, provided significant guidance for characterizing how floods occur on alluvial fans and describing how FEMA might more consistently administer the National Flood Insurance Program on such land forms, which comprise large areas of the western United States and elsewhere.
In order to more fully understand the problems associated with alluvial fan flooding, the committee met at three locations in Arizona, California, and Utah, where different alluvial fans could be visited and evaluated in the field. The examples ranged from typical large alluvial fans in Arizona and California to small debris flow fans in Utah. Fans ranged from fully active, where flooding or debris flows could occur anywhere on the fan, to incised, where the bulk of the fan is not subject to flooding. Hence, not only was the varied expertise of the committee brought to bear on the problem, but the members were exposed in the field to new and different situations.
The committee benefited greatly from presentations and guidance in the field from the following people: Gary Christiansen and Mike Lowe, Utah Geological Survey; Fred Campbell, EIS Engineering, Salt Lake City; Sidney Smith, Davis County Public Works, Utah; Jeffrey Keaton, AGRA Earth and Environment, Salt Lake City; Joseph Tram, Maricopa County Flood Control District, Arizona; Terri Miller, Arizona Department of Water Resources; Philip Pearthree, Arizona Geological Survey; Joseph Hill, San Diego County Department of Public Works; Stuart McKibbin, Riverside County, California; Robert Mussetter, Mussetter Engineering, Fort Collins, Colorado; James Slosson, Slosson and Associates, California; and Joe Cook, Coachella Valley Water District. We also appreciate the support provided by FEMA personnel and contractors- especially Frank Tsai, Karl Mohr, and Ed Mifflin-who helped us understand the issues and how FEMA currently operates. We believe the hands-on perspective that all these people contributed was essential to the evolution of our thinking. In addition, the committee would like to thank the staff of the Water Science and Technology Board for their invaluable guidance to the committee, especially the insights provided by study director Chris Elfring and support from her associates Angela Brubaker and Etan Gumerman. Our thanks also to Tamera Benson for the preparation of the graphics.
Stanley Schumm, Chair
Committee on Alluvial Fan Flooding
1 INTRODUCTION
Origin of the Problem
The Committee's Response
The NFIP Definition of Alluvial Fan Flooding
Implications of Alluvial Fan Flooding as a Distinct Type of Flooding
Implications of Alluvial Fan Flooding for Floodplain Management
The Committee's Definition of Alluvial Fan Flooding
BOX
Selecting the Site Visit Locations
2 FLOODING PROCESSES AND ENVIRONMENTS ON ALLUVIAL FANS
Formation and Nature of Alluvial Fans
Flooding Processes on Alluvial Fans
Change Over Time
Reports of Flooding on Alluvial Fans
3 INDICATORS FOR CHARACTERIZING ALLUVIAL FANS AND ALLUVIAL FAN FLOODING
Stage 1: Recognizing and Characterizing Alluvial Fan Landforms
Stage 2: Defining the Nature of the Alluvial Fan Environment and Identifying the Location of Active Erosion and Deposition
Stage 3: Defining and Characterizing Areas of 100-Year Alluvial Fan Flooding
Available Methods of Analysis
Summary
BOX
"Time" in the Context of Alluvial Fan Flooding
4 APPLYING THE INDICATORS TO EXAMPLE FANS
Henderson Canyon, California
Thousand Palms Wash, California
Lytle Creek, California
Tortolita Mountains, Arizona
Carefree, Arizona
Rudd Creek, Utah
Humid Region Alluvial Fans
Summary
BOX
When It Is Not a Fan, But It Acts Like One
5 CONCLUSIONS AND RECOMMENDATIONS
APPENDIXES
A Characteristics and Hazards Reported in Published and Unpublished Accounts of Alluvial Fan Flooding
B Sources of Data
C Biographical Sketches of Committee Members
D Glossary and List of Acronyms
Alluvial fans are gently sloping, fan-shaped landforms created over time by deposition of eroded sediment, and they are common at the base of mountain ranges in arid and semiarid regions such as the Arnerican West. Given that alluvial fans tend to occur in apparently dry conditions, homeowners are often shocked to find that they can be the sites of destructive floods. Floods on alluvial fans, although characterized by relatively shallow depths, can strike with little warning, can travel at extremely high speeds, and can carry tremendous amounts of sediment and debris. Such flooding presents unique problems to federal and state planners in terms of quantifying the flood hazards, estimating the magnitude at which those hazards can be expected at a particular location, and devising reliable mitigation strategies.
The Federal Emergency Management Agency (FEMA) has great influence over the way communities manage and mitigate flood hazards. FEMA's influence comes both from its congressional mandate and from its role as enforcer of National Flood Insurance Program (NFIP) regulations. When FEMA designates an area as subject to alluvial fan flooding, rather than ordinary riverine flooding, it sets in motion specific, restrictive federal regulations. Because such a designation can affect development opportunities, it can be controversial.
NFIP regulations define alluvial fan flooding to be "flooding occurring on the surface of an alluvial fan or similar landform which originates at the apex and is characterized by high velocity flows; active processes of erosion, sediment transport and deposition; and unpredictable flow paths." In addition, although alluvial fan flooding is a general term that can involve flooding over an entire surface, the FEMA mandate is to determine the extent of hazard associated with a flood with a 100-year recurrence interval (i.e., a 1 percent probability in a given year). Hence, the term alluvial fan flooding is used in two ways. In the geomorphic sense, it can be any flood on an alluvial fan. But in the NFIP sense, it is the distribution of 100-year floodwater on the fan. The reader is cautioned that the term is used in both ways, including in this report.
The problem with the current definition is that it is very broad, and often is applied to many landforms that are not alluvial fans, such as alluvial plains, pediments, deltas, and braided streams. One approach to reduce this confusion is to define alluvial fan flooding so that it applies strictly to alluvial fans, and to use different language, such as uncertain flow path flooding, when dealing with "similar landforms." But such a change is not as simple as it may sound-it requires agreement on the definition of alluvial fan flooding and clear guidelines that can help planners, regulators, and citizens reach a common understanding of what an alluvial fan is and when it presents a flood hazard. To help FEMA with this problem, the Committee on Alluvial Fan Flooding was established and charged to develop a revised definition of alluvial fan flooding, to specify criteria that can be assessed to determine if an area is subject to alluvial fan flooding, and to provide examples that illustrate the definition and criteria.
To begin, the committee needed a clear definition of "alluvial fan." Working from standard geologic definitions, the committee defines an alluvial fan to be "a sedimentary deposit located at a topographic break, such as the base of a mountain, escarpment, or valley side, that is composed of streamflow and/or debris flow sediments and that has the shape of a fan either fully or partially extended." This deposit is convex in cross-profile. On a smooth cone-shaped fan, floodwater can spread widely across the surface in the same way that marbles will follow random paths down a gently sloped surface. Alluvial fans evolve through geologic time, and their evolution is affected by climate change and tectonics, and therefore a wide variety of fan morphologies can be observed, from the ideal smooth surface on which flow paths can be predicted only with great uncertainty to deeply incised fans with flow confined to a single channel. In the latter case, the flow path can be predictable, and the fan surface is not susceptible to major flooding. As a result, neither the automatic assumption of uniform flood risk on an alluvial fan nor the acceptance of complete uncertainty of flooding across an alluvial fan is reasonable.
The committee decided that the first step necessary to reduce the confusion was to define alluvial fan flooding as a flood hazard that occurs only and specifically on alluvial fans. According to the committee, alluvial fan flooding is characterized by flow path uncertainty so great that this uncertainty cannot be set aside in realistic assessments of flood risk or in the reliable mitigation of the hazard. The committee has determined that an alluvial fan flooding hazard is indicated by three related criteria: (1) flow path uncertainty below the hydrographic apex, (2) abrupt deposition and ensuing erosion of sediment as a stream or debris flow loses its competence to carry material eroded from a steeper, upstream source area, and (3) an environment where the combination of sediment availability, slope, and topography creates an ultrahazardous condition for which elevation on fill will not reliably mitigate the risk.
The committee notes that alluvial fan flooding typically begins to occur at the hydrographic apex, which is the highest point where flow is last confined, and then spreads out as sheetflood, debris slurries, or in multiple channels along paths that are uncertain. The hydrographic apex may be at or downstream of the topographic apex. Such flooding is characterized by sufficient energy to carry coarse sediment at shallow flow depths. The abrupt deposition of this sediment or debris strongly influences hydraulic conditions during the event and may allow higher flows to initiate new, distinct flow paths of uncertain direction. Also, erosion strongly influences hydraulic conditions when flood flows enlarge the area subject to flooding by undermining channel banks or eroding new paths across the unconsolidated sediments of the alluvial fan. Flow path uncertainty on the fan is aggravated by the absence of topographic confinement or by the occurrence of erosion and deposition. Flow path uncertainty at the hydrographic apex can be aggravated by deposition early in the flood that results in overbank flooding from a channel that otherwise appears too large to overflow. Such channel filling can be eroded during later stages of the flood. Together, these characteristics create a flood hazard that can be reliably mitigated only by the use of major structural flood control measures that require careful maintenance or by complete avoidance of the affected area.
The committee also notes that the potential for erosion and deposition, the related uncertainty in flow path behavior, and the imprudence of elevation on fill as a mitigation measure are joint and separate characteristics shared among many flood hazards on depositional environments other than alluvial fans, although not usually with the same intensity. It stands to reason that some of the same rules should apply to this more inclusive type of flood hazard, which the committee calls uncertain flow path flooding, as apply to alluvial fan flooding, which is, in fact, a type of uncertain flow path flooding.
In the simplest case, a fan is shaped like a simple cone emanating from a single, well-defined apex. In such a case, a stream follows more-or-less radial paths down the cone, and the contours on the map of such a fan are convex downslope. However, the fan shape may not always be so apparent; for instance, it is obscured where the sedimentary accumulations from several source areas encroach on one another. At their downstream margins, fans merge with smoother depositional topography of the valley floor, river terraces, and lake and coastal deposits, and the channels may be small, shallow, and diffuse. Fans differ from pediments, some of which are cone-shaped, in that fans are formed by the accumulation of sediment, while pediments are erosional surfaces that are usually covered by a thin veneer of alluvium and colluvium.
Although alluvial fans are often thought to occur mainly in the western United States, they occur in a wide range of environments, including the Appalachian Mountains, western Canada, and various montaine, arid, and volcanic regions around the world. In North America, most fans that are subject to controversy are in the West because it is a rapidly urbanizing region and fans-with their relatively gentle terrain and views of the mountains-are appealing building sites.
Alluvial fans, and alluvial fan flooding, show great diversity because of variations in climate, fan history, rates and styles of tectonism, source area lithology, vegetation, and land use. For this reason, it is essential that any investigation of alluvial fan flooding include careful examination of the specific fan for which information is needed by specialists experienced in the study of alluvial fan processes and recognition of geomorphic indications of past and present flooding. The committee recognizes that the extent of site-specific examination may be constrained by factors such as the amount of time and money allocated to the project, the tools available to the investigator, and the investigator's experience. Nevertheless, it is essential to conduct at least one field inspection of every fan being delineated-to walk across its surfaces and along its channels.
The criteria used to assess whether an area is, or is not, subject to alluvial fan flooding must help the observer determine first, whether the area is a fan, and second, whether it is characterized by sedimentation and flow path uncertainty. Thus the process of determining whether or not an area is subject to alluvial fan flooding, and of defining the spatial extent of such flooding, can be divided into three stages:
Progression through each of these stages results in a phased procedure that narrows the problem to smaller and smaller areas. In Stage 1, the landform on which flooding occurs must be characterized. If the location of interest is an alluvial fan, then the user progresses to Stage 2, in which those parts of the alluvial fan that still are active are identified. The term active means that flooding, deposition, and erosion have occurred on the fan and might continue to occur on that part of the fan. Those parts of the fan that have been active in recent time can be identified depending on data availability for the site and money allocated to the project. Each active part of the alluvial fan also is characterized based on the dominant types of processes that result in sedimentation. Finally, in Stage 3 the user determines whether or not flooding by the 100-year flood is still probable on those parts of the fan that still are active and estimates the extent of such flooding. Progression through these stages will require a variety of maps and photos, as well as a significant amount of fieldwork and analysis to fully understand the flood hazard.
The effects of erosion and deposition processes and flow path uncertainty on flood hazard severity are not limited to alluvial fans. Yet the term alluvial fan flooding suggests these processes are limited to alluvial fans and is therefore confusing. The Committee on Alluvial Fan Flooding recommends that the term alluvial fan flooding be applied only to flooding on alluvial fans. FEMA will need to develop a strategy to regulate other types of uncertain flow path flooding that do not occur on alluvial fans.
This report addresses a wide range of issues related to alluvial fan flooding. Chapter 1 presents an introduction to why identification of alluvial fan flooding hazards is controversial and the problems of definitions. Chapter 2 looks in more depth at fan types and flooding processes. Chapter 3 presents indicators developed to help delineate alluvial fans and alluvial fan flooding, based on the committee's definition and discusses methodologies to delineate flood hazards on alluvial fans. Chapter 4 contains seven examples analyzed by the committee in light of the definition and field criteria. The sites represent a range of flood processes, from unconfined water flooding and debris flows on untrenched active fans to confined water flooding in fully trenched inactive alluvial fans; the examples also show variable amounts of study-from intensive to casual. Chapter 5 presents a summary of the committee's conclusions and recommendations.
Key conclusions include the following:
Key recommendations include the following: