1987
DOI: 10.1002/esp.3290120111
|View full text |Cite
|
Sign up to set email alerts
|

Accuracy and precision of methods for estimating river loads

Abstract: River loads often have to be estimated from continuous discharge data but relatively infrequent sampling of sediment, solute, or pollutant concentrations. Two standard ways of doing this are to multiply mean concentration by mean discharge, and to use a rating curve to predict unmeasured concentrations. Both methods are known from previous empirical studies to underestimate true load. Statistical considerations explain these biases and yield correction factors which can be used to obtain unbiased estimates of … Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1
1

Citation Types

5
191
1
3

Year Published

1999
1999
2018
2018

Publication Types

Select...
9
1

Relationship

1
9

Authors

Journals

citations
Cited by 244 publications
(200 citation statements)
references
References 13 publications
5
191
1
3
Order By: Relevance
“…The load, Lij, was corrected for bias using Ferguson (1987) yielding Lcij, that is Lcij= Lij × exp(2.651sj 2 ) where sj is the estimated standard error of equation (1) for river j. The daily, Ferguson corrected, total loading to the lake from all of the rivers was derived by equation 2:…”
Section: Flow and Nutrient Data For Riversmentioning
confidence: 99%
“…The load, Lij, was corrected for bias using Ferguson (1987) yielding Lcij, that is Lcij= Lij × exp(2.651sj 2 ) where sj is the estimated standard error of equation (1) for river j. The daily, Ferguson corrected, total loading to the lake from all of the rivers was derived by equation 2:…”
Section: Flow and Nutrient Data For Riversmentioning
confidence: 99%
“…For the Mangatu the residuals were normally distributed (Kolmorgorov-Smirnov test at 5% significance level) and were constant over the range of gauged discharge, thus the rating curve was adjusted using the factor exp (s2/2) [cf. Ferguson, 1987], where s is the standard error of the LOWESS curve in natural log units. In the case of the Waipaoa River, although the residuals were normally distributed (<<5% significance level), they decreased as discharge increased (Figure 4).…”
Section: Suspended Sediment Concentration-water Discharge Relationshipsmentioning
confidence: 99%
“…To reduce the statistical bias caused by the de-transformation of the variables from log space to normal space, a correction factor (CF) was proposed to multiply the resulting loads as follow [33]:…”
Section: Load Estimationmentioning
confidence: 99%