Table 13 



Regression and Correlation of OBS and SPM Transport Data for 



July 1991, from White (1994) 



Data 

 Source 



Mean 



Value 



(N/sec)' 



Standard 

 Deviation 



m 

 Slope of 



Regression 



b 

 Intercept 



(N/sec) 



r 

 Correlation 



Coefficient 



OBS 

 Calculations 



21.2 



136. 







^ 1 



SPM 



Eq. (4-40) 



156. 



815. 



-0.00647 



22.2 



-0.0388 



SPM 



Eq. (4-44) 



-4590. 



27600. 



0.000181 



22.0 



0.0367 



SPM 



Eq. (4-45) 



638. 



3270. 



-0.001959 



22.4 



-0.0470 



SPM 



Eq. 14-46) 



721. 



3740. 



-0.00136 



22.1 



-0.0372 



SPM 



Eq. (4-47) 



10300. 



52700. 



-0.000113 



22.3 



-0.0437 



' Newtons/sec (N/sec) can be converted to m^/hr by multiplying by 0.377. 

 Nunnber of Spectra, n = 26. 



Table 14 



Regression and Correlation of OBS and SPM Transport Data for 



January 1992, from White (1994) 



Data 

 Source 



Mean 



Value 



(N/sec)' 



Standard 

 Deviation 



m 

 Slope of 



Regression 



b 



Intercept 



(N/sec) 



r 

 Correlation 

 Coefficient 



OBS 

 Calculations 



-1200. 



2620. 





lllllli 



^H 



SPM 



Eq. (4-40) 



131. 



291. 



-8.44 



-95.9 



-0.936 



SPM 

 Eq.(4-44) 



936. 



3190. 



-0.805 



-452. 



-0.980 



SPM 



Eq. (4-45) 



91.0 



264. 



0.169 



-1220. 



0.0170 



SPM 



Eq. (4-46) 



597. 



1310. 



-1.86 



-93.5 



-0.932 



SPM 



Eq. (4-47) 



-745. 



3690. 



0.667 



-706. 



0.933 



' Newtons/sec (N/sec) can be converted to m^/lnr by multiplying by 0.377. 

 Number of Spectra, n = 26. 



48 



Chapter 5 Prediction of Sediment Transport Rates 



