* * Deltares, TRIANA Version 3.07.04.43870, Jan 07 2016, 14:29:25 * * TRIANA File Report [I=Input,O=Output] * ------ ---- ------ ------- -------- * TRIANA Input file [I] : test.inp * TRIANA Observed file [I] : test.obs * TRIANA Print file [O] : test.prt * TRIANA Tabel-A file [O] : test.ta * TRIANA Tabel-B file [O] : test.tb * Run ident. Delft3D-FLOW computation [I] : test * * TRIANA-file : test.prt * *==================================================================================== * Water levels * Station : pc3 * (M,N) : ( 22, 71) * ITDATE : 2022/07/07 00:00:00 * Analysed period : 0., 0.( in minutes w.r.t. ITDATE) * Time zone : Model time * Units : m for ampl. degrees for phase * Explanation : Hc = computed ampl. Gc = computed phase * Ho = observed ampl. Go = observed phase * Vd = vector difference (m) * 999.999 = not computed due to lack of observations * * Freq Hc Gc Ho Go Hc-Ho Gc-Go Hc/Ho VD Comp *------------------------------------------------------------------------------------ W001 5 9 0.00 0.00000 999.999 999.999 999.999 999.999 999.999 999.999 999.999 A0 0.26 NaN NaN 0.034 273.000 NaN NaN 1000.000 NaN K1 0.24 0.000 0.000 0.031 221.700 -0.031 138.300 0.000 0.031 O1 0.51 NaN NaN 0.165 311.600 NaN NaN 1000.000 NaN M2 0.52 0.000 0.000 0.093 352.200 -0.093 7.800 0.000 0.093 S2 * * Standard deviation of tidal analysis : 0.000 * Lower extreme for residuals : ********** * Upper extreme for residuals : ********** * Summed vector difference : NaN *==================================================================================== * Water levels * Station : pc1 * (M,N) : ( 152, 68) * ITDATE : 2022/07/07 00:00:00 * Analysed period : 0., 0.( in minutes w.r.t. ITDATE) * Time zone : Model time * Units : m for ampl. degrees for phase * Explanation : Hc = computed ampl. Gc = computed phase * Ho = observed ampl. Go = observed phase * Vd = vector difference (m) * 999.999 = not computed due to lack of observations * * Freq Hc Gc Ho Go Hc-Ho Gc-Go Hc/Ho VD Comp *------------------------------------------------------------------------------------ W002 5 9 0.00 NaN 999.999 999.999 999.999 999.999 999.999 999.999 999.999 A0 0.26 NaN NaN 0.038 285.300 NaN NaN 1000.000 NaN K1 0.24 NaN NaN 0.036 343.300 NaN NaN 1000.000 NaN O1 0.51 NaN NaN 0.100 307.700 NaN NaN 1000.000 NaN M2 0.52 NaN NaN 0.046 25.900 NaN NaN 1000.000 NaN S2 * * Standard deviation of tidal analysis : 0.000 * Lower extreme for residuals : ********** * Upper extreme for residuals : ********** * Summed vector difference : NaN *==================================================================================== * Water levels * Station : pc2 * (M,N) : ( 191, 83) * ITDATE : 2022/07/07 00:00:00 * Analysed period : 0., 0.( in minutes w.r.t. ITDATE) * Time zone : Model time * Units : m for ampl. degrees for phase * Explanation : Hc = computed ampl. Gc = computed phase * Ho = observed ampl. Go = observed phase * Vd = vector difference (m) * 999.999 = not computed due to lack of observations * * Freq Hc Gc Ho Go Hc-Ho Gc-Go Hc/Ho VD Comp *------------------------------------------------------------------------------------ W003 5 9 0.00 NaN 999.999 999.999 999.999 999.999 999.999 999.999 999.999 A0 0.26 NaN NaN 0.054 323.800 NaN NaN 1000.000 NaN K1 0.24 NaN NaN 0.048 6.300 NaN NaN 1000.000 NaN O1 0.51 NaN NaN 0.143 288.000 NaN NaN 1000.000 NaN M2 0.52 NaN NaN 0.074 278.300 NaN NaN 1000.000 NaN S2 * * Standard deviation of tidal analysis : 0.000 * Lower extreme for residuals : ********** * Upper extreme for residuals : ********** * Summed vector difference : NaN