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        "Text": "with \u03b70  the amplitude at the bar, \u03c9  the angular frequency of the harmonic, k the wavenumber and \u03bc  the attenuation coefficient. Linearising the friction term by the Lorentz method and collecting terms gives ",
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        "Text": "\u03bc= \u03c9 c ( \u03c7 2(1 + \u03c72)) 1/2 , \u03c7= 8 n2 c \u03b70 3\u03c0 h4/3 ",
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        "Text": "where c is the frictionless wave speed and h the mean depth. The second expression is the friction parameter; it is small in the lower reach and approaches unity above Harrowby Reach, which is where the exponential form begins to fail. ",
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        "Text": "Taking the mean depth as eleven metres below the bar and four metres at the bridge, with Manning's coefficient at the value fitted in 2018, the formula reproduces the observed amplitude at Vardenne Quay to within four per cent and at Harrowby Reach to within nine. At Braithe Bridge it overestimates the amplitude, and the discrepancy grows through the spring tides, which is the behaviour the friction parameter predicts. ",
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        "Text": "A two-reach treatment with separate depths would probably remove most of the error at the bridge. It has not been attempted here because the gauge record above Harrowby Reach is too short to fit a second coefficient with any confidence. ",
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        "Text": "Manning's coefficient is not constant with depth in a channel of this kind, and the single fitted value used above is a compromise. Fitting the 2018 record with a depth-dependent form gives ",
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        "Text": "n(h) = n\u221e + b h1/3 ",
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        "Text": "with n\u221e  the deep-water value and b a bed constant. The fit is better in the lower reach and no better at the bridge, which suggests that the error there is not in the friction term at all. ",
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        "Text": "The two constants were fitted to the 2018 record and have not been refitted since. Refitting on the four years now available would be worth doing; the Institute's expectation is that the deep-water value will move very little and the bed constant appreciably, because it is carrying the shallow reaches where the record has improved most. ",
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        "Text": "6  Limitations ",
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        "Text": "Three limitations should be stated plainly. The first is the one-dimensional assumption, which fails where the channel divides above Harrowby Reach. The second is the neglect of the freshwater inflow, which is small in summer and not small after rain. The third is the linearisation itself, which is a poor approximation once the friction parameter approaches unity - that is, in exactly the reach where the model is least accurate. ",
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        "Text": "The error measure quoted in the previous section is ",
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        "Text": "taken over the spring-neap cycle at each gauge, with \u03b7o  the observed amplitude and \u03b7m  the modelled one. It is a crude measure and it flatters the model at the bar, where the amplitude is large and the absolute error is not. ",
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        "Text": "Sandiman, R. K. (2018). Tidal propagation in the Braithe: a first fit. Tarnbeck Institute internal report TIH/IR/09. ",
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        "Text": "Vale, H. and Croyde, P. (2021). The Harrowby Reach gauge, 2015 to 2020. Journal of Estuarine Hydrology 44, 218-31. ",
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        "Text": "Prosser, A. (2009). Friction coefficients for the Braithe channel. Braithe Harbour Board, unpublished. ",
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