. Author manuscript; available in PMC: 2021 Apr 21.

Published in final edited form as: Estuar Coast Shelf Sci. 2020 Feb 5;233:10.1016/j.ecss.2019.106486. doi: 10.1016/j.ecss.2019.106486

Table 2:

Calibrated parameters for each subsection of each site. No H_D values exist for KPR and BPP as this part of the model was disabled for these sites. Likewise, the 2 m section in WS does not need an H_D value as it is adjacent to the creek and drains first.

Distance from Creek/Edge	H_S (m)	H_D (m)	H_L (m)	H_N (m)	K_E (hr⁻¹)	K_L (m hr⁻¹)	K_P (−)	K_T (−)

WS Avg.	2.40	1.90	2.25	2.23	0.125	8.14E-04	0.20	0.22

2 m	2.36	n/a	2.20	2.00	0.270	1.18E-03	0.20	0.40
5 m	2.40	2.32	2.25	2.19	0.164	8.81E-04	0.20	0.22
8 m	2.41	2.36	2.27	2.23	0.098	8.06E-04	0.24	0.10
13 m	2.42	2.41	2.26	2.35	0.060	6.55E-04	0.15	0.24
21 m	2.43	2.40	2.27	2.40	0.035	5.51E-04	0.20	0.16

KPR Avg.	2.44	n/a	2.25	2.26	0.161	1.53E-03	0.21	0.61

2 m	2.47	n/a	2.22	2.17	0.406	2.26E-03	0.20	0.32
5 m	2.43	n/a	2.25	2.28	0.081	1.62E-03	0.21	0.46
8 m	2.44	n/a	2.28	2.28	0.108	1.37E-03	0.24	0.72
21 m	2.42	n/a	2.24	2.32	0.048	8.87E-04	0.18	0.96

BPP Avg.	1.88	n/a	1.65	1.50	0.647	8.31E-03	0.28	3.19

2 m	1.58	n/a	1.53	1.50	0.519	3.36E-03	0.15	4.00
5 m	1.75	n/a	1.57	1.50	0.933	4.90E-03	0.36	4.00
13 m	2.13	n/a	1.66	1.50	0.658	8.32E-03	0.26	3.00
34 m	2.06	n/a	1.83	1.50	0.477	1.67E-02	0.33	1.75