Model:TOPOG: Difference between revisions

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{{Model identity
{{Model identity
|Model type=Modular
|Model type=Tool
|Categories=Hydrology, Terrestrial
|Categories=Hydrology, Terrestrial
|Spatial dimensions=2D, 3D
|Spatial dimensions=2D, 3D
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* VERTESSY, R., O'LOUGHLIN, E., BEVERLY, E. and BUTT, T. (1994): Australian experiences with the CSIRO Topog model in land and water resources management. In: P roceedings of UNESCO International Symposium on Water Resources Planning in a Changing World, Karlsruhe, Germany, June 28-30, 1994, pp. III-135-144.
* VERTESSY, R., O'LOUGHLIN, E., BEVERLY, E. and BUTT, T. (1994): Australian experiences with the CSIRO Topog model in land and water resources management. In: P roceedings of UNESCO International Symposium on Water Resources Planning in a Changing World, Karlsruhe, Germany, June 28-30, 1994, pp. III-135-144.
* SHORT, D., DAWES, W.R. and WHITE, I. (1995):The practicability of using Richards' equation for general purpose soil-water dynamics models. Environment International, 21(5): 723-730.
* SHORT, D., DAWES, W.R. and WHITE, I. (1995):The practicability of using Richards' equation for general purpose soil-water dynamics models. Environment International, 21(5): 723-730.
Terrain analysis:
* HUTCHINSON, M.F. (1988): A new procedure for gridding elevation and stream line data with automatic removal of spurious pits. J. Hydrol., 106: 211-232.
* DAWES, W.R. and SHORT, D.L. (1994): The significance of topology for modelling the surface hydrology of fluvial landscapes. Water Resour. Res., 30(4): 1045-1055.
* BAND, L.E., VERTESSY, R.A. and LAMMERS, R. (1995): The effect of different terrain representations and resolution on simulated watershed processes. Zeitschrift für Geomorphologie, Suppl.-Bd. 101: 187-199.
* MAUNDER, C.J. (1999): An automated method for constructing contour-based digital elevation models. Water Resources Research, Vol 35 No. 12: 3931-3940
Wetness index computation:
* O'LOUGHLIN, E.M., SHORT, D.L. and DAWES, W.R. (1989): Modelling the hydrological response of catchments to landuse change. In: Proceedings of the 1989 Australian Institution of Engineers Hydrology and Water Resources Symposium. Nat. Conf. Publ., No. 89/19, pp. 335-340.
* NANDAKUMAR, N., LANE, P.N.J., VERTESSY, R.A. and O'LOUGHLIN, E.M. (1994): Prediction of soil moisture variability using wetness indices. In: Water Down Under 94: Proceedings of the Australian Institution of Engineers Hydrology and Water Resources Symposium, Adelaide, 21-25 November, 1994, Volume 3, pp. 49-54.
Dynamic water, carbon, solute and sediment balance modelling:
* BEVERLY, C.R. (1992): Background notes on the CSIRO Topog model. 1. Details of the numerical solution of the Richards equation in Topog_Yield. CSIRO Division of Water Resources, Tech. Memo. 92/12, 51 pp.
* VERTESSY, R.A., HATTON, T.J., O'SHAUGHNESSY, P.J. and JAYASURIYA, M.D.A. (1993): Predicting water yield from a mountain ash forest catchment using a terrain analysis based catchment model. J. Hydrology, 150: 665-700.
* HATTON, T.J., WALKER, J., DAWES, W. and DUNIN, F.X. (1992): Simulations of hydroecological responses to elevated CO2 at the catchment scale. Aust. J. Bot., 40: 679-696.
* DAWES, W. and HATTON, T.J. (1993): TOPOG_IRM. 1. Model Description. CSIRO Division of Water Resources, Tech. Memo. 93/5, 33 pp.
* HATTON, T.J. and DAWES, W. (1993): TOPOG_IRM. 2. Example simulations. CSIRO Division of Water Resources, Tech. Memo. 93/6.
* DAWES, W.R. and SHORT, D.L. (1993): The efficient numerical solution of differential equations for coupled water and solute dynamics: the Waves model. CSIRO Division of Water Resources, Tech. Memo. 93/18.
* HATTON, T.J., DAWES, W.R. and VERTESSY, R.A. (1995): The importance of landscape position in scaling SVAT models to catchment scale hydroecological prediction. In: R.A. Feddes (ed.) Space and Time Scale Variability and Interdependencies in Hydrological Processes, pp. 43-53 (Cambridge University Press: Cambridge).
* HATTON, T., DYCE, P., ZHANG, L. And DAWES, W. (1995): Waves - An ecohydrological model of the surface energy and water balance: sensitivity analysis. CSIRO Division of Water Resources, Tech. Memo. 95/2.
* VERTESSY, R.A., HATTON, T.J., BENYON, R.J. and DAWES, W.R. (1996): Long term growth and water balance predictions for a mountain ash (E. regnans) forest subject to clearfelling and regeneration. Tree Physiology 16:221-232.
* ZHANG, L., DAWES, W.R. and HATTON, T.J. (in press): Modelling hydrologic processes using a biophysically based model - Application of Waves to FIFE and HAPEX-MOBILHY. In press, J. Hydrology.
* DAWES, W.R., ZHANG, L., HATTON, T.J., REECE, P.H., BEALE, G. And PACKER, I. (in press): Application of a distributed parameter ecohydrological model (Topog_IRM) to a small cropping rotation catchment. In press, J. Hydrology.
* VERTESSY, R.A. DAWES, W.R., ZHANG, L., HATTON, T.J. and WALKER, J. (1996) Catchment scale hydrologic modelling to assess the water and salt balance behaviour of eucalypt plantations. CSIRO Division of Water Resources, Technical Memorandum 96/1, 23 pp.
* WU, H., RYKIEL Jr.,E.J., HATTON, T. and WALKER, J. (1994) An integrated rate methodology (IRM) for multi-factor growth rate modelling. Ecol. Modelling 73: 97-116.
* SILBERSTEIN, R.P., VERTESSY, R.A., MORRIS, J. AND FEIKMA, P.M. (1999): Modelling the effects of soil moisture and solute conditions on long term tree growth and water use: a case study from the Shepparton irrigation area, Australia. Agricultural Water Management 39:283-315
* DAVIS, S.H., VERTESSY, R.A. AND SILBERSTEIN, R.P. (1999): The sensitivity of a catchment model to soil hydraulic peoperties obtained by using different measurement techniques. Hydrol. Process. 13: 677-688
* VERTESSY, R.A. AND ELSENBEER, H. (1999): Distributed modeling of stormflow generation in an Amazonian rain forest catchment: Effects of model parameterization. Water Resources Research, Vol. 35, No. 7 2173 - 2187
* ZHU, T.X., BAND, L.E. AND VERTESSY, R.A. (1999): Continuous modelling of intermittent stormflows on a semi-arid agricultural catchment. J. Hydrology 226: 11-29
* ZHANG, L., DAWES, W.R., HATTON, T.J. HUME, I.H., O'CONNELL, M.G., MITCHELL, D.C., MILTHORP, P.L. AND YEE, M. (1999): Estimating episodic recharge under different crop/pasture rotations in the Mallee region. Part 1. Experiments and model calibration. Agricultural Water Management 42:219-235
* ZHANG, L., DAWES, W.R., HATTON, T.J. HUME, I.H., O'CONNELL, M.G., MITCHELL, D.C., MILTHORP, P.L. AND YEE, M. (1999): Estimating episodic recharge under different crop/pasture rotations in the Mallee region. Part 2. Recharge control by agronomic practices. Agricultural Water Management 42:237-249
* SILBERSTEIN, R.P. AND VERTESSY, R.A. TOPOG_Scenario - A tool for exploring hydrologic possibilities. 2nd Inter-Regional Conference on Environment-Water 99


Erosion/slope stability modelling:
Erosion/slope stability modelling:
* VERTESSY, R.A., WILSON, C.J., SILBURN, D.M., CONNOLLY, R.D. and CIESIOLKA, C.A. (1990): Predicting erosion hazard areas using digital terrain analysis. IAHS AISH Publication 192, pp. 298-308.
* DIETRICH, W.E., WILSON, C.J., MONTGOMERY, D.R., McKEAN, J. and BAUER, R. (1992): Erosion thresholds and land surface morphology. Geology, 20: 675-679.
* DIETRICH, W.E., WILSON, C.J., MONTGOMERY, D.R. and McKEAN, J. (1993): Analysis of erosion thresholds, channel networks and landscape morphology using a digital terrain model. J. Geology, 101(2): 259-278.
* COSTANTINI, T., DAWES, W., O'LOUGHLIN, E. and VERTESSY, R. (1993): Hoop pine plantation management in Queensland: 1. Gully erosion hazard prediction and watercourse classification. Aust. J. Soil and Water Cons., 6(1): 35-39.
* MONTGOMERY, D.R. and DIETRICH, W.E. (1994): A physically-based model for topographic control on shallow landsliding. Water Resour. Res., 30(4): 1153-1171.
* PROSSER, I. P. and ABERNETHY, B. (1996): Predicting the topographic limits to a gully network using a digital terrain model and process thresholds. Water Resources Research, 32: 2289-2298.
* PROSSER, I. P. and W. E. DIETRICH (1995): Field experiments on erosion by overland flow and their implication for a digital terrain model of channel initiation. Water Resources Research, 31: 2867-2876.
* PROSSER, I. P. and ABERNETHY, B. (1999). Increased erosion hazard resulting from log-row construction during conversion to plantation forest. Forest Ecology and Management, 123:145 - 155.
* PROSSER, I. P. and SOUFI, M. (1998). Controls on gully erosion following forest clearing in a humid temperate environment. Water Resources Research, 34: 3661-3671.


Effluent disposal modelling:
Effluent disposal modelling:
* SHORT, D.L., O'LOUGHLIN, E.M., and DAWES, W.R. (1990): Simulating the design and operation of absorption trenches for effluent disposal. In Proceedings of the 1990 Australian Institution of Engineers Conference on Hydraulics in Civil Engineering. Nat. Conf. Publ., No. 90/4, pp. 79-83.
* SHORT, D.L., O'LOUGHLIN, E.M., and DAWES, W.R. (1990): Simulating the design and operation of absorption trenches for effluent disposal. In Proceedings of the 1990 Australian Institution of Engineers Conference on Hydraulics in Civil Engineering. Nat. Conf. Publ., No. 90/4, pp. 79-83.
* ARYAL, S.K., O'LOUGHLIN, E.M. and VERTESSY, R.A. (1993): Hydrological and environmental impacts of effluent disposal using absorption trenches on a hillslope. In: Proceedings of IWRA International Conference on Environmentally Sound Water Resources Utilisation, Bangkok, Thailand, 8-11 November 1993, Vol. 1, pp. 49-56.
* ARYAL, S.K., O'LOUGHLIN, E.M. and VERTESSY, R.A. (1993): Hydrological and environmental impacts of effluent disposal using absorption trenches on a hillslope. In: Proceedings of IWRA International Conference on Environmentally Sound Water Resources Utilisation, Bangkok, Thailand, 8-11 November 1993, Vol. 1, pp. 49-56.
* ARYAL, S.K., O'LOUGHLIN, E.M. and VERTESSY, R.A. (1994): Design of effluent disposal systems using absorption trenches on a hillslope. In: Proceedings of the 1994 Australian Institution of Engineers Conference on Hydraulics in Civil Engineering, Brisbane, 15-17 February 1994.


Flood forecasting:
Flood forecasting:

Revision as of 11:52, 13 January 2011

Contact

Name Richard Silberstein
Type of contact Model developer
Institute / Organization CSIRO
Postal address 1 Locked Bag 10
Postal address 2
Town / City Clayton
Postal code South VIC 3169
State NO STATE
Country Australia
Email address richard.silberstein@csiro.au
Phone +61 3 9545 2176
Fax +61 3 9545 2175


Name Joel Rahman
Type of contact Model developer
Institute / Organization CSIRO
Postal address 1 Locked Bag 10
Postal address 2
Town / City Clayton
Postal code South VIC 3169
State NO STATE
Country Australia
Email address joel.rahman@csiro.au
Phone +61 3 9545 2176
Fax +61 3 9545 2175



TOPOG


Metadata

Summary

Also known as
Model type Tool
Model part of larger framework
Note on status model
Date note status model

Technical specs

Supported platforms
Unix
Other platform
Programming language

Fortran77, C

Other program language
Code optimized Single Processor
Multiple processors implemented
Nr of distributed processors
Nr of shared processors
Start year development 1987
Does model development still take place? Yes
If above answer is no, provide end year model development
Code development status
When did you indicate the 'code development status'?
Model availability As code
Source code availability
(Or provide future intension)
Through web repository
Source web address http://www.per.clw.csiro.au/topog/code/code.html
Source csdms web address
Program license type Other
Program license type other PRODUCT LICENSE AGREEMENT, see website
Memory requirements at least 32 MB core memory, preferably 64 MB
Typical run time --


In/Output

Describe input parameters See website, too many to describe:

http://www.per.clw.csiro.au/topog/intro/intro.html

Input format ASCII, Binary
Other input format
Describe output parameters --
Output format ASCII, Binary
Other output format
Pre-processing software needed? No
Describe pre-processing software
Post-processing software needed? No
Describe post-processing software
Visualization software needed? No
If above answer is yes
Other visualization software


Process

Describe processes represented by the model See website, too many to describe:

http://www.per.clw.csiro.au/topog/intro/intro.html

Describe key physical parameters and equations See website, too many to describe:

http://www.per.clw.csiro.au/topog/intro/intro.html

Describe length scale and resolution constraints It is intended for application to small catchments (up to 10 km2, and generally smaller than 1 km2).
Describe time scale and resolution constraints --
Describe any numerical limitations and issues --


Testing

Describe available calibration data sets --
Upload calibration data sets if available:
Describe available test data sets --
Upload test data sets if available:
Describe ideal data for testing --


Other

Do you have current or future plans for collaborating with other researchers? --
Is there a manual available? Yes
Upload manual if available:
Model website if any http://www.per.clw.csiro.au/topog/intro/intro.html
Model forum / discussion board Feed back and bugs can be reported through the website
Comments This questionnaire is filled out by Albert Kettner, based on the TOPOG website

Introduction

History

Papers

Issues

Help

Input Files

Output Files

Download

Source