Access the full text.
Sign up today, get DeepDyve free for 14 days.
Julien Julien, Saghafian Saghafian, Ogden Ogden (1995)
Raster‐based hydrologic modeling of spatially‐varied surface runoffWater Resour. Bull., 31
V. Ponce, Ruh-Ming Li, D. Simons (1978)
Applicability of kinematic and diffusion models.Journal of Hydraulic Engineering, 104
(1939)
Regime flow in incoherent alluvium
F. Kolberg, A. Howard (1995)
Active Channel Geometry and Discharge Relations of U.S. Piedmont and Midwestern Streams: The Variable Exponent Model RevisitedWater Resources Research, 31
B. Rhoads (1991)
A Continuously Varying Parameter Model of Downstream Hydraulic GeometryWater Resources Research, 27
V. Ponce (1986)
Diffusion Wave Modeling of Catchment DynamicsJournal of Hydraulic Engineering, 112
W. Osterkamp, E. Hedman (1977)
Variation of width and discharge for natural high‐gradient stream channelsWater Resources Research, 13
Kouwen Kouwen, Li Li (1980)
Biomechanics of vegetative channel liningsJ. Hydraul. Div. Am. Soc. Civ. Eng., 106
N. Minshall (1960)
Predicting Storm Runoff on Small Experimental WatershedsJournal of Hydraulic Engineering, 86
R. Kennedy
THE PREVENTION OF SILTING IN IRRIGATION CANALS. (INCLUDING APPENDIX)., 119
(1982)
Flow routing and the hydrological
A. Howard (1994)
A detachment-limited model of drainage basin evolutionWater Resources Research, 30
T. Blench (1951)
Closure of "Regime Theory for Self-Formed Sediment-Bearing Channels"Transactions of the American Society of Civil Engineers, 117
S. Orlandini, R. Rosso (1996)
Diffusion Wave Modeling of Distributed Catchment DynamicsJournal of Hydrologic Engineering, 1
(1993)
Flow routing and the hydrological response of channel networks
(1979)
The relation of runoff to size and character of drainage basins
M. Newson, J. Harrison (1978)
Channel studies in the Plynlimon experimental catchments
(1987)
Generazione dei modelli digitall dei terreni ad alta precisione
Minshall Minshall (1960)
Predicting storm runoff on small experimental watershedsJ. Hydraul. Div. Am. Soc. Civ. Eng., 86
Bathurst (1993)
69
L. Band (1986)
Topographic Partition of Watersheds with Digital Elevation ModelsWater Resources Research, 22
L. Sherman (1932)
The relation of hydrographs of runoff to size and character of drainage‐basinsEos, Transactions American Geophysical Union, 13
A. Howard (1990)
Role of hypsometry and planform in basin hydrologic responseHydrological Processes, 4
R. Moussa, C. Bocquillon (1996)
Algorithms for solving the diffusive wave flood routing equationHydrological Processes, 10
(1987)
River channel adjustment--The downstream dimension
I. Rodríguez‐Iturbe, J. Valdes (1979)
The geomorphologic structure of hydrologic responseWater Resources Research, 15
(1977)
Diffusion wave modeling of catchment
Ponce Ponce, Li Li, Simons Simons (1978)
Applicability of kinematic and diffusion modelsJ. Hydraul. Div. Am. Soc. Civ. Eng., 104
R. Bras (1990)
Hydrology : an introduction to hydrologic science
J. Cunge (1969)
On The Subject Of A Flood Propagation Computation Method (Musklngum Method)Journal of Hydraulic Research, 7
L. Leopold, T. Maddock (1953)
The hydraulic geometry of stream channels and some physiographic implications
J. Dooge (1959)
A general theory of the unit hydrographJournal of Geophysical Research, 64
D. Pilgrim (1977)
Isochrones of travel time and distribution of flood storage from a tracer study on a small watershedWater Resources Research, 13
E. Lane (1957)
A study of the shape of channels formed by natural streams flowing in erodible material
(1983)
Automated detection of drainage networks from digital elevation models
G. Lacey
STABLE CHANNELS IN ALLUVIUM (INCLUDES APPENDICES)., 229
D. Montgomery, E. Foufoula‐Georgiou (1993)
Channel network source representation using digital elevation modelsWater Resources Research, 29
Terence Smith, Cixiang Zhan, P. Gao (1990)
A knowledge-based, two step procedure for extracting channel networks from noisy DEM dataComputers & Geosciences, 16
R. Wooding (1965)
A hydraulic model for the catchment-stream problem: I. Kinematic-wave theoryJournal of Hydrology, 3
Blench Blench (1951)
Regime theory for self‐formed sediment bearing channelsTrans. Am. Soc. Civ. Eng., 117
C. Carlston (1969)
Downstream variations in the hydraulic geometry of streams; special emphasis on mean velocityAmerican Journal of Science, 267
Kennedy Kennedy (1895)
The prevention of silting in irrigation canalsProc. Inst. Civ. Eng., 119
V. Ponce, V. Yevjevich (1978)
Muskingum-Cunge Method with Variable ParametersJournal of Hydraulic Engineering, 104
Ponce Ponce, Yevjevich Yevjevich (1978)
Muskingum‐Cunge method with variable parametersJ. Hydraul. Div. Am. Soc. Civ. Eng., 104
M. Cabral, R. Bras, D. Tarboton, D. Entekhabi (1990)
A Distributed, Physically-Based, Rainfall-Runoff Model Incorporating Topography for Real-Time Flood Forecasting
N. Clifford (1996)
Classics in physical geography revisitedProgress in Physical Geography, 20
S. Orlandini, M. Mancini, C. Paniconi, R. Rosso (1996)
Local contributions to infiltration excess runoff for a conceptual catchment scale modelWater Resources Research, 32
Ruh-Ming Li, D. Simons, V. Ponce (1980)
Modeling Rill DensityJournal of the Irrigation and Drainage Division, 106
Jeffrey Miller, William Clark, D. Peck (1984)
Basic concepts of kinematic-wave models
J. Bathurst (1986)
Physically-based distributed modelling of an upland catchment using the Systeme Hydrologique EuropeenJournal of Hydrology, 87
Lacey Lacey (1929)
Stable channels in alluviumProc. Inst. Civ. Eng., 229
W. Myers (1991)
Influence of Geometry on Discharge Capacity of Open ChannelsJournal of Hydraulic Engineering, 117
(1993)
Foufoula - Ge 0 rgiou , Channel network source representation using digital elevation models
N. Kouwen, Ruh-Ming Li (1980)
BIOMECHANICS OF VEGETATIVE CHANNEL LININGSJournal of Hydraulic Engineering, 106
R. Wooding (1965)
A hydraulic model for the catchment-stream problem. II. Numerical solutionsJournal of Hydrology, 3
M. Kirkby (1976)
Tests of the random network model, and its application to basin hydrology, 1
Chris Park (1977)
World-wide variations in hydraulic geometry exponents of stream channels: An analysis and some observationsJournal of Hydrology, 33
M. Mosley (1981)
Semi-determinate hydraulic geometry of river channels, South Island, New ZealandEarth Surface Processes and Landforms, 6
P. Julien, B. Saghafian, F. Ogden (1995)
RASTER‐BASED HYDROLOGIC MODELING OF SPATIALLY‐VARIED SURFACE RUNOFFJournal of The American Water Resources Association, 31
R. Wooding (1966)
A hydraulic model for the catchment-stream problem: III. Comparison with runoff observationsJournal of Hydrology, 4
D. Morris, R. Heerdegen (1988)
Automatically derived catchment boundaries and channel networks and their hydrological applicationsGeomorphology, 1
Shōitirō Hayami (1951)
On the Propagation of Flood Waves, 1
(1982)
On the role of distributed models in hydrology
(1993)
Flow resistance through the channel network
A simple and efficient procedure for incorporating the effects of stream channel geometry in the distributed modeling of catchment dynamics is developed. At‐a‐station and downstream fluvial relationships are combined and the obtained laws of variability in space and time for water‐surface width and wetted perimeter are incorporated into a diffusion wave routing model based on the Muskingum‐Cunge method with variable parameters. The parameterization obtained is applied to the approximately 840‐km2 Sieve catchment (Central Italian Apennines) to test the possibility of estimating channel geometry parameters from cross‐section surveys and to assess the impact of dynamic variations in the channel geometry on catchment dynamics. The use of the estimated channel geometry in surface runoff routing produces a significant improvement in the flood hydrograph description at the catchment outlet with respect to less detailed network parameterizations. In addition, the results obtained from a “downstream” analysis of the velocity field indicate that the stream characteristics related to the locally varying cross‐section shape may have a strong control on flow velocities, and thus they should be monitored and synthesized for a comprehensive description of the distributed catchment dynamics.
Water Resources Research – Wiley
Published: Aug 1, 1998
Read and print from thousands of top scholarly journals.
Already have an account? Log in
Bookmark this article. You can see your Bookmarks on your DeepDyve Library.
To save an article, log in first, or sign up for a DeepDyve account if you don’t already have one.
Copy and paste the desired citation format or use the link below to download a file formatted for EndNote
Access the full text.
Sign up today, get DeepDyve free for 14 days.
All DeepDyve websites use cookies to improve your online experience. They were placed on your computer when you launched this website. You can change your cookie settings through your browser.