The following functions are used but not defined (any more?) in the package:
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get_q_zulaessig()
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get_average_runoff_coef()
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grid$q_zul[i] <- r2q::get_q_zulaessig(A_ba = grid$A_ba[i], A_E0 = grid$A_E0[i]) |
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grid$allowed_Aba[i] <- r2q::get_allowed_area(q_zul = grid$q_zul[i]) |
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grid$allowed_fDA[i] <- r2q::get_average_runoff_coef(A_ba = grid$A_ba[i], |
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q_zul = grid$q_zul[i], |
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R_Spende = 150) |
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max_area_steady_state()
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max_area_dynamic()
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spec_area <- if(tt == "anual"){ |
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max_area_steady_state( |
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Q_river = q_mean, |
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Ci_river = c_table$c_river[pol_no], |
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Ci_threshold = c_table$threshold[pol_no], |
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Ci_storm = c_table$mix_q95[pol_no], # or c_table$mix_med for the average value |
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coeff_runoff = fD_catchment, |
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Q_rain = yearly_rain) |
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} else { |
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max_area_dynamic( |
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Q_river = q_mean, |
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Ci_river = c_table$c_river[pol_no], |
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Ci_threshold = c_table$threshold[pol_no], |
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Ci_storm = c_table$mix_med[pol_no], # or c_table$mix_med for the average value |
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coeff_runoff = fD_catchment, |
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q_rain = rain[2], |
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t_rain = rain[1], |
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river_length = river_length, |
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river_cross_section = river_cross_section) # Hier muss der Querschnitt gering bleiben, da es hier um das Volumen des unbelasteten Flusswassers geht |
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} |
The following functions are used but not defined (any more?) in the package:
get_q_zulaessig()get_average_runoff_coef()r2q/inst/dashboard/flexdashboard.Rmd
Lines 39 to 43 in 6db807c
max_area_steady_state()max_area_dynamic()r2q/inst/extdata/scripts/assessment_manual_data_input.R
Lines 131 to 150 in 6db807c