by multiplying the frequency of occurrence of each flow class by the median sediment load for that flow

class (Figure 1). Input data are:

i) flow data; and

ii) a sediment transport rating curve.

Figure 1

Derivation of Bed Material Load-discharge Histogram (iii) From Flow

Frequency (i) and Bed Material Load Rating Curves (ii)

The calculated value of the effective discharge depends to some extent on the steps used to

manipulate the input data to define the flow regime and sediment transport function. The procedure

described here represents the best practice in this regard, based on extensive first-hand experience.

Different procedures must be employed for gaged and ungaged sites.

At gaged sites, the first step is to group the discharge data into flow classes and determine the

number of events occurring in each class during the period of record. This is accomplished by constructing

a flow frequency histogram, which is a frequency distribution function of discharges measured at the gaging

station. Three critical components must be considered when developing the flow frequency histogram: 1)

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