Closed karavindan2020 closed 2 years ago
dleutnant
commented
2 years ago Hi @karavindan2020 , thanks for spotting this. Indeed I can reproduce the error and will fix it in the near future. In the meanwhile, I recommend to avoid whitespaces in any file name (not only in the modelling context...)
dleutnant
commented
2 years ago library(swmmr)
model <- system.file("extdata", "Example1.inp", package = "swmmr")
file.exists(model)
#> [1] TRUE
new_dir <- tempdir()
file.copy(from = model, to = new_dir)
#> [1] TRUE
new_model <- file.path(new_dir, "Example1.inp")
file.exists(new_model)
#> [1] TRUE
new_model_with_space <- file.path(new_dir, "Example 1.inp")
file.rename(new_model, new_model_with_space)
#> [1] TRUE
file.exists(new_model_with_space)
#> [1] TRUE
tmp <- swmmr::run_swmm(new_model_with_space)
tmp$rpt |> swmmr::read_rpt()
#> $analysis_options
#> # A tibble: 18 x 2
#> Option Value
#> <chr> <chr>
#> 1 Flow Units CFS
#> 2 Process Models: <NA>
#> 3 Rainfall/Runoff YES
#> 4 RDII NO
#> 5 Snowmelt NO
#> 6 Groundwater NO
#> 7 Flow Routing YES
#> 8 Ponding Allowed NO
#> 9 Water Quality YES
#> 10 Infiltration Method HORTON
#> 11 Flow Routing Method KINWAVE
#> 12 Starting Date 01/01/1998 00:00:00
#> 13 Ending Date 01/02/1998 12:00:00
#> 14 Antecedent Dry Days 5.0
#> 15 Report Time Step 01:00:00
#> 16 Wet Time Step 00:15:00
#> 17 Dry Time Step 01:00:00
#> 18 Routing Time Step 60.00 sec
#>
#> $runoff_quantity_continuity
#> # A tibble: 6 x 3
#> Component Volume Depth
#> <chr> <dbl> <dbl>
#> 1 Total Precipitation 15.7 2.65
#> 2 Evaporation Loss 0 0
#> 3 Infiltration Loss 9.35 1.58
#> 4 Surface Runoff 6.30 1.06
#> 5 Final Storage 0.081 0.014
#> 6 Continuity Error (%) NA -0.272
#>
#> $runoff_quality_continuity
#> # A tibble: 9 x 3
#> Component TSS Lead
#> <chr> <dbl> <dbl>
#> 1 Initial Buildup 3433. 0
#> 2 Surface Buildup 313. 0.086
#> 3 Wet Deposition 0 0
#> 4 Sweeping Removal 0 0
#> 5 Infiltration Loss 0 0
#> 6 BMP Removal 0 0
#> 7 Surface Runoff 431. 0.086
#> 8 Remaining Buildup 3315. 0
#> 9 Continuity Error (%) 0 0
#>
#> $flow_routing_continuity
#> # A tibble: 12 x 3
#> Component Volume_a Volume_b
#> <chr> <dbl> <dbl>
#> 1 Dry Weather Inflow 0 0
#> 2 Wet Weather Inflow 6.30 2.05
#> 3 Groundwater Inflow 0 0
#> 4 RDII Inflow 0 0
#> 5 External Inflow 0 0
#> 6 External Outflow 5.87 1.91
#> 7 Flooding Loss 0.415 0.135
#> 8 Evaporation Loss 0 0
#> 9 Exfiltration Loss 0 0
#> 10 Initial Stored Volume 0 0
#> 11 Final Stored Volume 0 0
#> 12 Continuity Error (%) NA 0.111
#>
#> $quality_routing_continuity
#> # A tibble: 12 x 3
#> Component TSS Lead
#> <chr> <dbl> <dbl>
#> 1 Dry Weather Inflow 0 0
#> 2 Wet Weather Inflow 431. 0.086
#> 3 Groundwater Inflow 0 0
#> 4 RDII Inflow 0 0
#> 5 External Inflow 0 0
#> 6 External Outflow 410. 0.082
#> 7 Flooding Loss 22.2 0.004
#> 8 Exfiltration Loss 0 0
#> 9 Mass Reacted 0 0
#> 10 Initial Stored Mass 0 0
#> 11 Final Stored Mass 0 0
#> 12 Continuity Error (%) -0.144 -0.144
#>
#> $highest_flow_instability_indexes
#> # A tibble: 1 x 2
#> Link Instability
#> <chr> <chr>
#> 1 All links are stable.
#>
#> $routing_time_step_summary
#> # A tibble: 6 x 2
#> Component Value
#> <chr> <chr>
#> 1 Minimum Time Step 60.00 sec
#> 2 Average Time Step 60.00 sec
#> 3 Maximum Time Step 60.00 sec
#> 4 Percent in Steady State 0.00
#> 5 Average Iterations per Step 1.49
#> 6 Percent Not Converging 0.00
#>
#> $subcatchment_runoff_summary
#> # A tibble: 8 x 9
#> Subcatchment Total_Precip Total_Runon Total_Evap Total_Infil Total_Runoff_Dep~
#> <chr> <dbl> <dbl> <dbl> <dbl> <dbl>
#> 1 1 2.65 0 0 1.16 1.32
#> 2 2 2.65 0 0 1.21 1.32
#> 3 3 2.65 0 0 1.16 1.32
#> 4 4 2.65 0 0 1.16 1.32
#> 5 5 2.65 0 0 1.24 1.31
#> 6 6 2.65 0 0 2.27 0.26
#> 7 7 2.65 0 0 2.14 0.26
#> 8 8 2.65 0 0 2.25 0.26
#> # ... with 3 more variables: Total_Runoff_Volume <dbl>,
#> # Total_Peak_Runoff <dbl>, Total_Runoff_Coeff <chr>
#>
#> $subcatchment_washoff_summary
#> # A tibble: 9 x 3
#> Subcatchment TSS Lead
#> <chr> <dbl> <dbl>
#> 1 1 50.1 0.01
#> 2 2 90.6 0.018
#> 3 3 25.1 0.005
#> 4 4 46.1 0.009
#> 5 5 71.2 0.014
#> 6 6 65.8 0.013
#> 7 7 26.0 0.005
#> 8 8 56.4 0.011
#> 9 System 431. 0.086
#>
#> $node_depth_summary
#> # A tibble: 14 x 8
#> Node Type Average_Depth Maximum_Depth Maximum_HGL Time_of_Max_Occurance~
#> <chr> <chr> <dbl> <dbl> <dbl> <int>
#> 1 9 JUNCTION 0.09 0.57 1001. 0
#> 2 10 JUNCTION 0.32 3 998 0
#> 3 13 JUNCTION 0.06 0.41 995. 0
#> 4 14 JUNCTION 0.06 0.46 990. 0
#> 5 15 JUNCTION 0.15 1.15 988. 0
#> 6 16 JUNCTION 0.17 1.15 986. 0
#> 7 17 JUNCTION 0.18 1.14 981. 0
#> 8 19 JUNCTION 0.03 0.22 1010. 0
#> 9 20 JUNCTION 0.03 0.22 1005. 0
#> 10 21 JUNCTION 1.16 2 992 0
#> 11 22 JUNCTION 1.11 1.58 989. 0
#> 12 23 JUNCTION 0.05 0.35 990. 0
#> 13 24 JUNCTION 0.18 1.14 985. 0
#> 14 18 OUTFALL 0.17 1.07 976. 0
#> # ... with 2 more variables: Time_of_Max_Occurance_hm <chr>,
#> # Reported_Max_Depth <dbl>
#>
#> $node_inflow_summary
#> # A tibble: 14 x 9
#> Node Type Maximum_Lateral_Inflow Maximum_Total_Inflow Time_of_Max_Occur~
#> <chr> <chr> <dbl> <dbl> <int>
#> 1 9 JUNCTION 4.66 4.66 0
#> 2 10 JUNCTION 4.52 9.17 0
#> 3 13 JUNCTION 2.45 2.45 0
#> 4 14 JUNCTION 0 2.44 0
#> 5 15 JUNCTION 6.56 9 0
#> 6 16 JUNCTION 0 16.8 0
#> 7 17 JUNCTION 0 18.3 0
#> 8 19 JUNCTION 0.79 0.79 0
#> 9 20 JUNCTION 0 0.78 0
#> 10 21 JUNCTION 0 5.42 0
#> 11 22 JUNCTION 2.45 7.86 0
#> 12 23 JUNCTION 1.5 1.5 0
#> 13 24 JUNCTION 0 18.3 0
#> 14 18 OUTFALL 1.33 19.6 0
#> # ... with 4 more variables: Time_of_Max_Occurance_hm <chr>,
#> # Lateral_Inflow_Volume <dbl>, Total_Inflow_Volume <dbl>,
#> # Flow_Balance_Error <dbl>
#>
#> $node_flooding_summary
#> # A tibble: 1 x 7
#> Node Hours_Flooded Maximum_Rate Time_of_Max_Occurance_d Time_of_Max_Occuranc~
#> <chr> <dbl> <dbl> <int> <chr>
#> 1 10 2.82 4.53 0 04:01
#> # ... with 2 more variables: Total_Flood_Volume <dbl>,
#> # Maximum_Ponded_Volume <dbl>
#>
#> $outfall_loading_summary
#> # A tibble: 2 x 7
#> Outfall_Node Flow_Freq Avg_Flow Max_Flow Total_Volume Total_TSS Total_Lead
#> <chr> <dbl> <dbl> <dbl> <dbl> <dbl> <dbl>
#> 1 18 72.9 2.71 19.6 1.91 410. 0.082
#> 2 System 72.9 2.71 19.6 1.91 410. 0.082
#>
#> $link_flow_summary
#> # A tibble: 13 x 8
#> Link Type Maximum_Flow Time_of_Max_Occura~ Time_of_Max_Occ~ Maximum_Veloc
#> <chr> <chr> <dbl> <int> <chr> <dbl>
#> 1 1 CONDUIT 4.65 0 04:01 7.6
#> 2 4 CONDUIT 0.78 0 04:02 6.11
#> 3 5 CONDUIT 0.78 0 04:02 8.99
#> 4 6 CONDUIT 4.93 0 02:53 7.01
#> 5 7 CONDUIT 5.41 0 04:02 7.18
#> 6 8 CONDUIT 7.85 0 04:01 6.84
#> 7 10 CONDUIT 18.3 0 04:02 10.8
#> 8 11 CONDUIT 2.44 0 04:01 6.36
#> 9 12 CONDUIT 2.44 0 04:02 5.3
#> 10 13 CONDUIT 8.98 0 04:01 6.24
#> 11 14 CONDUIT 1.49 0 04:02 6.12
#> 12 15 CONDUIT 16.8 0 04:01 9.67
#> 13 16 CONDUIT 18.3 0 04:02 9.87
#> # ... with 2 more variables: Maximum_Full_Flow <dbl>, Maximum_Full_Depth <dbl>
#>
#> $conduit_surcharge_summary
#> # A tibble: 1 x 6
#> Conduit Hours_Full_Both_En~ Hours_Full_Upst~ Hours_Full_Dnst~ Hours_Above_Ful~
#> <int> <dbl> <dbl> <dbl> <dbl>
#> 1 6 2.8 2.8 2.8 2.8
#> # ... with 1 more variable: Hours_Capacity_Limited <dbl>
#>
#> $link_pollutant_load_summary
#> # A tibble: 13 x 3
#> Link TSS Lead
#> <chr> <dbl> <dbl>
#> 1 1 50.1 0.01
#> 2 4 26.0 0.005
#> 3 5 26.0 0.005
#> 4 6 119. 0.024
#> 5 7 145. 0.029
#> 6 8 191. 0.038
#> 7 10 353. 0.071
#> 8 11 25.1 0.005
#> 9 12 25.1 0.005
#> 10 13 96.3 0.019
#> 11 14 65.7 0.013
#> 12 15 287. 0.057
#> 13 16 353. 0.071
#>
#> $analysis_info
#> # A tibble: 3 x 1
#> value
#> <chr>
#> 1 Analysis begun on: Wed Feb 2 11:34:26 2022
#> 2 Analysis ended on: Wed Feb 2 11:34:26 2022
#> 3 Total elapsed time: < 1 sec
#>
#> attr(,"class")
#> [1] "rpt"Created on 2022-02-02 by the reprex package (v2.0.1)
Hi, I'm a novice user of swmmr. While trying to run the model I came across an error when the input file name was separated out by a space. The R program couldn't read the input file name. Upon removing the space of the file name with an underscore the run got completed. Just wondering if issues/preference like this (appreciate it's minor) are documented within the package. If there are more such preferences that I need to be aware then could someone point/list out them please? Thanks.