waterguy
Civil/Environmental
- Jan 9, 2001
- 47
Does anybody know of any good resources on the net or have any personel experience with low flow analysis (ie. 7Q20 flow etc...) ?
We are involved in a project that requires the analysis of time series data (daily stream flow data) and the determination of the 7Q10 low flows (lowest average 7 day flow with a 10 year recurrence) as well as some other low flow combinations. During some intial analysis I compared my numbers with those of a sample analysis from a different project (see below) and noticed that my flow values were increasing, rather then decreasing as shown in the sample data.
Low Flow Sample Analysis Results
7Q2 = 0.059 m^3/s
7Q5 = 0.039 m^3/s
7Q10 = 0.032 m^3/s
7Q20 = 0.027 m^3/s
I am more used to dealing with peak flow data where the flow increases as the return period increases. Based on the sample data provided above, am I correct in assuming that the situation is reversed for the case of low flows ? For example, in peak flow analysis, a 20 year return period flow has a 5% (1/20) probability of being exceeded. If I am doing a low flow analysis, am I looking for that flow rate that has a 95% (100 - 5) probability of being exceeded then ?
I notice that if one were to do a manual peak flow analysis the flow data is arranged in descending (high to low) order, while in a low flow analysis it is in ascending order (low to high). I suspect that the program that is being used to do the frequency analysis assumes that it is performing a peak flow analysis and arranging the data as such.
Any thoughts ?
We are involved in a project that requires the analysis of time series data (daily stream flow data) and the determination of the 7Q10 low flows (lowest average 7 day flow with a 10 year recurrence) as well as some other low flow combinations. During some intial analysis I compared my numbers with those of a sample analysis from a different project (see below) and noticed that my flow values were increasing, rather then decreasing as shown in the sample data.
Low Flow Sample Analysis Results
7Q2 = 0.059 m^3/s
7Q5 = 0.039 m^3/s
7Q10 = 0.032 m^3/s
7Q20 = 0.027 m^3/s
I am more used to dealing with peak flow data where the flow increases as the return period increases. Based on the sample data provided above, am I correct in assuming that the situation is reversed for the case of low flows ? For example, in peak flow analysis, a 20 year return period flow has a 5% (1/20) probability of being exceeded. If I am doing a low flow analysis, am I looking for that flow rate that has a 95% (100 - 5) probability of being exceeded then ?
I notice that if one were to do a manual peak flow analysis the flow data is arranged in descending (high to low) order, while in a low flow analysis it is in ascending order (low to high). I suspect that the program that is being used to do the frequency analysis assumes that it is performing a peak flow analysis and arranging the data as such.
Any thoughts ?