Table 3 FVCOM model error in predicting the tidal amplitude using a full year (2011) simulation and observation data at six tide gauge locations (in meters).

From: Extreme flood return levels in a U.S. mid-Atlantic estuary using 40-year fluvial-coastal model simulations

tidal constituents

amplitude (in m)

NB

PHL

RP

SJS

BSL

LW

M2

aobs

1.053

0.829

0.785

0.839

0.721

0.591

amod

0.864

0.647

0.639

0.726

0.686

0.594

adif

−0.189

−0.182

−0.146

−0.112

−0.034

0.002

N2

aobs

0.180

0.144

0.148

0.169

0.160

0.138

amod

0.137

0.105

0.116

0.139

0.141

0.127

adif

−0.042

−0.039

−0.032

−0.030

−0.018

−0.011

S2

aobs

0.116

0.091

0.102

0.123

0.123

0.107

amod

0.120

0.091

0.105

0.127

0.127

0.113

adif

0.004

0.001

0.003

0.004

0.004

0.006

K1

aobs

0.089

0.074

0.068

0.074

0.068

0.063

amod

0.062

0.053

0.053

0.054

0.050

0.047

adif

−0.027

−0.021

−0.014

−0.020

−0.018

−0.016

  1. Here, we only show the major semi-diurnal and diurnal tidal constituents M2, N2, S2, and K1. The difference between the amplitudes is estimated by subtracting observation from the model.