Flood intensity

The intensity of floods may be described in terms of height , class , depth , flow rate and speed.

Height

The height of a flood is often described in terms relative to a fixed marker, such as a post, which is often placed in an arbitrary position near the river. Thus, a river height of 4 metres at a given place will often not mean that the river is in flood, but that this is a fairly normal height, whereas the same height at a different point on the river may mean that the river is in flood.

Class

To alleviate the problem of using height as a flood measure, floods are often described in terms of minor , moderate and major classes . The tree classes are:

 

image


  • Minor flooding - flooding which causes inconveniences such as the cutting of minor roads and the submergence of low level bridges.
  • Moderate flooding - low lying areas are inundated, requiring the removal of stock and/or evacuation of some houses. Main traffice birdges closed.
  • Major flooding - extensive rural areas are flooded, with properties and towns isolated and/or appreciable urban areas are flooded.

 

Often in flood warnings, both the heights and the flood classes are given for different points on a river, as the local people who receive the warnings may use the prior experience of either description to decide how to act.

Depth

Another way of describing the intensity of floods is by linking flood heights to the floor levels of buildings that may be affected. This gives an idea of depth and is very useful for evacuation planning and land use planning.

Table 5.1 shows the depth of water relative to building floors for a flood of 4.25 metres height at the river gauge. This means that the top of the flood water is a given height above the floor of each building, e.g. the top of the water is 2.1 metres above the floor of the pavilion in Ferry Street during a flood of 4.25 metres at the gauge.

Table 5.1
New Norfolk flood depth tables

Derwent River, Tasmania
Predicted gauge height at New Norfolk is 4.25 metres
Assumed flood slope is 1 in 1724
Estimated number of properties inundated at this height is 20

No

Street

Type

Construction

Remarks

Prop

Storeys

Depth

 

Ferry

Util

CC/C.BLK.I

Toilet Block

1963

1

2.2

 

Ferry

Rec

CC/C.BLK.I

Pavilion

1953

1

2.1

 

Ferry

Rec

CC/C.BLK.I

Bowls Club

1953

2

2.0

 

Ferry

Rec

CC/BK/I

Pigeon Club

1953

1

1.9

 

 

Rec

CC/C.BLK.I

Pavilion

1972

1

1.8

 

 

Rec

CC/C.BLK.I

Regatt/Pav

 

1

1.7

 

Alfred

Res

CC/W.B/I

Caretaker

1940

2

1.7

 

Alfred

Rec

CC/BK.I

Toilet

1938

1

1.7

 

Alfred

Rec

CC/I/I

Shed

1938

1

1.2

 

Alfred

Rec

ST/AL/I

Demountable

1938

1

0.9

 

Alfred

Rec

ST/AL/I

Demountable

1938

1

0.9

107

Boyer

Res

CC/BK.I

 

2098

1

0.8

105/1

Boyer

Res

CC/BK/I

 

2099

1

0.7

 

Alfred

Rec

ST/AL/I

Demountable

1938

1

0.6

105/2

Boyer

Res

CC/W.B/I

 

2099

1

0.6

 

Boyer

Res

CC/BK/I

Williams (Own)

2097

1

0.6

 

Alfred

Rec

ST/AL/I

Demountable

1938

1

0.5

103

Boyer

Res

CC/BK/T

 

2099

1

0.3

10

Ferry

Res

CC/BK/I

 

1954

1

0.2

44

Rocks

Rec

CC/C.BLK/I

Rowing Club

967

1

0.1

New Norfolk flood depth tables-Legend

NO

House or property number, if applicable

STREET

Street or location

TYPE

RES-Residential, COM-Commercial, UTIL-Utility,
R/C Residential/Commercial, REC-Recreational,

CONSTRUCTION

BK-Brick, AL-Aluminium, B.CLAD-Brick Cladding, I-Iron Roof, HP- Hardiplank, SH-Shingles, ST-Stumps, C.BLK-Concrete Block, STN-Stone, W.B-Weatherboard, CC-Concrete.

REMARKS

Comment on structure use

PROP

Identification number as shown on 1:5000 orthophotic maps

STOREYS

Number of storeys in structure

DEPTH

Estimated depth over floor in metres

Source: Bureau of Meteorology (1993). New Norfolk Flood Depth Tables , Bureau of Meteorology: Hobart , April 1993, p. 13.

Flow rate

Yet another way of describing flood intensity is the flow rate . This is a description of the volume of water flowing past a particular point in a given time period, and the units are either cusecs (cubic feet per second) or cumecs (cubic metres per second). A cusec is equal to 0.028 cumecs. This method of description is often used in relation to dam safety, as a very high flow rate over a dam with insufficient spillway capacity may lead to dam failure.

Speed

A final way of describing the intensity of a flood is the speed or velocity of the water at a given point. This is a useful measure as speed, coupled with water depth, will indicate the scale of damage of which the moving water is capable. Figure 5.1 shows the speed and depth of flowing water that can cause failure to various building types.

image



Figure 5.1
Critical flood velocity and depth for building failure (based on Black, 1975)

Source: Smith, D.I. (1992). Damage estimation and preparedness for dam failure flooding, Ancold Bulletin, no. 90, p. 26.

Of course, in floods that occur in flat, inland areas where the water moves very slowly, there is less likelihood of flowing water causing structural damage.

The other use of describing the velocity of floodwater is determining when and where floodboats can be used for rescue-boats will simply not make headway against water that is moving near or above the normal speed of the boat.

 

 

about this CD | site-map | © Charles Sturt University