Hostname: page-component-cd9895bd7-mkpzs Total loading time: 0 Render date: 2024-12-23T13:36:50.432Z Has data issue: false hasContentIssue false

Modifications to Stream Channels in the Brisbane Metropolitan Area, Australia

Published online by Cambridge University Press:  24 August 2009

Walter C. Boughton
Affiliation:
Senior Lecturer & Teaching Fellow, respectively, School of Australian Environmental Studies, Griffith University, Nathan, Brisbane, Queensland 4111, Australia.
Ronald J. Neller
Affiliation:
Senior Lecturer & Teaching Fellow, respectively, School of Australian Environmental Studies, Griffith University, Nathan, Brisbane, Queensland 4111, Australia.

Extract

Knowledge is needed of the geomorphological characteristics of stream-channels in urban areas in order to manage the streams for recreation, biota conservation, environment enhancement, erosion control, and the discharge of stormwater runoff. This study is concerned with how urban streams in Brisbane have been substantially modified by many different human activities, and how the future behaviour of the channels is likely to be very complex because of the diversity and magnitude of these modifications.

Major water-supply dams have been constructed on three of the streams, and some flood-detention storages are soon to be constructed on another. The earth embankment of the South-east Freeway fills the upper reaches of Norman Creek, and stormwater runoff is now carried in a man-made channel. Elsewhere in this catchment, flood-flows have been modified by culverts—where the Freeway and access roads cross the drainage channels, and where the Freeway embankment occupies a substantial part of the floodplain of the Creek.

The construction of Brisbane Airport has already modified the tidal reaches of Kedron Brook, and the proposed redevelopment of the Airport will replace the existing modification with a major new floodway.

Several of the stream-channels have been deepened, widened, and straightened, for flood-mitigation purposes, with 465,000 m3 of material removed from Breakfast Creek alone. Three of the stream-channels have been used as major sources of sand and gravel for building activities in the City. Flood characteristics of the streams appear to have been changed by increased runoff from impervious surfaces when these reached a critical threshold in the urban areas, and by increased velocities of flow in piped, lined, and other, artificial stormwater channels. Construction of new artificial channels amounts to some 15 km per year.

The modifications which have occurred differ among the urban streams in Brisbane, and each stream requires individual study to assess the long-term effects of the changes. All of the streams reported on in this study have been substantially modified by human activities.

Type
Main Papers
Copyright
Copyright © Foundation for Environmental Conservation 1981

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

REFERENCES

Aitken, A. P. (1975). Hydrologic Investigation and Design of Urban Stormwater Drainage Systems. Australian Water Resources Council Technical Paper No. 10, Australian Government Publishing Service, Canberra, Australia: 140 pp.Google Scholar
Apelt, C. J. (1977). Brisbane Airport Development Floodway Studies. Bulletin 19, Department of Civil Engineering, University of Queensland, Brisbane, Australia: iv + 162 pp., incl. 78 figs & 49 plates, mimeogr.Google Scholar
Apelt, C. J. (1919). Brisbane Airport Development Mathematical Modelling of Tidal Inlet. Report CH22-79, Department of Civil Engineering, University of Queensland, Brisbane, Australia: iv + 94 pp., incl. 76 figs, mimeogr.Google Scholar
Bellingham, C. R. (1976). Hydrology of Urbanising Catchments. Master of Engineering Science thesis, Department of Civil Engineering, University of Queensland, Brisbane, Australia: ix + 120 pp. + 3 maps.Google Scholar
Bornhorst & Ward (Consulting Engineers) (1973). Floodmitigation Study, Oxley Creek. Report to Queensland's Coordinator General's Department, Brisbane, Australia: 2 vols, vi + 122 pp. + xix + 50 maps and illustr., mimeogr.Google Scholar
Brisbane City Council: Annual reports, 19491950 to date. The Council, City Hall, Brisbane, Australia.Google Scholar
Cameron, I. G. (1974). Flooding in Brisbane metropolitan creeks. Pp. 190–6 in Proceedings of Symposium January 1974 Floods Moreton Region. Institution of Engineers, Australia, Queensland Division, Brisbane. [Not available for checking.]Google Scholar
Cameron, McNamara & Partners (Pty Ltd, Consulting Engineers) (1973). Brisbane City Council Flooding Study, Report on Breakfast and Enoggera Creeks. Report to Queensland's Coordinator General's Department, Brisbane, Australia: 53 pp. + 71 figs + illustr.Google Scholar
Cameron, McNamara & Partners (Pty Ltd, Consulting Engineers) (1977). Brisbane Suburban Creeks, Report on Flood Warning and Flood Education. Report to Queensland's Coordinator General's Department, Brisbane, Australia: 179 pp. + 15 illustr. + 1 map.Google Scholar
Cameron, McNamara & Partners (Pty Ltd, Consulting Engineers) (1978). Pine Rivers Sand and Gravel Extraction Study. Report to Queensland's Coordinator General's Department, Brisbane, Australia: 3 vols, 740 pp. + maps + illustr.Google Scholar
Cossins, G. (1966). One hundred years of Brisbane's water supply. Institution of Engineers, Australia, Queensland Division, Technical Papers, 7(10), pp. 138.Google Scholar
Gourlay, M. R. (1979). Redevelopment of Brisbane International Airport, Sedimentation Investigations. Report CH24–79, Department of Civil Engineering, University of Queensland, Brisbane, Australia: viii + 62 pp. + 36 figs, mimeogr.Google Scholar
Holmes, K. H. (1980). Aggregate resources of the Brisbane River between the Bremer River and the Captain Cook Bridge. Geological Survey of Queensland, Publication 375, Department of Mines, Brisbane, Australia: 7 pp. + 4 maps.Google Scholar
McKay, G. R. (1970). South-east Freeway in the Norman Creek Valley. Report CHI 1/70, Department of Civil Engineering, University of Queensland, Brisbane, Australia: 8 pp. + 23 figs, mimeogr.Google Scholar
McKay, G. R. (1971). Northern Freeway in Breakfast Creek (Enoggera) Flood Area. Report CH12/71, Department of Civil Engineering, University of Queensland, Brisbane, Australia: 7 pp. + 10 figs, mimeogr.Google Scholar
McKay, G. R. (1972). Alleviation of Flooding in Breakfast Creek. Report CH14/72, Department of Civil Engineering, University of Queensland, Brisbane, Australia: 29 pp. + 10 figs + 4 plates, mimeogr.Google Scholar
McLeod, G. R. (1977). A short story of the dredging of the Brisbane River, 1860 to 1910. Journal of the Royal Historical Society of Queensland, X(3), pp. 137–48.Google Scholar
Moodie, A. R. (1979). Modelling of Water Quality and Hydrology in an Urban Watercourse. Australian Water Resources Council, Technical Paper No. 45, Australian Government Publishing Service, Canberra, Australia: xvi + 146 pp.Google Scholar
Munro Johnson & Associates (Consulting Engineers) (1973). Kedron Brook Flood-mitigation. Report to Queensland's Coordinator General's Department, Brisbane, Australia: 2 vols, viii + 281 pp. + 53 maps & diagr.Google Scholar
Rao, A. R., Delleur, J. W. & Sarma, S. P. (1972). Conceptual hydrologic models for urbanising basins. J. Hyd. Div., A.S.C.E., 98 (HY7), pp. 1205–20.CrossRefGoogle Scholar
Richard, E. L. (1980). [untitled paper.] The Institution of Engineers, Australia, Queensland Division, Technical Papers, 21(14), 7 pp.Google Scholar
Willmott, W. F., Martin, J. E., O'Flynn, M. L. & Cooper, W. (1978). Industrial rock and mineral resources of the Beenleigh and Murwillumbah 1:100,000 sheet areas. Geological Survey of Queensland, Publication 368, Department of Mines, Brisbane, Australia: 64 pp. + 4 maps.Google Scholar
Wood, P. & Philpott, M. (Eds) (1971). Brisbane and its River. Booklet prepared for 43rd ANZAAS Congress, Department of Geography, University of Queensland, Brisbane, Australia: 39 pp.Google Scholar