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| A | B | C D | E | F G | H | I | * C: threshold value that defines as of which critical inflow Q_dr th

*| A | B | C D E | F G H | I | J | K * C: Inflow 1

| A B C | D | E F G | H I J K L | M | N | * C: main water-flow pipe flows into basin (main connection) (<code>H</code>) (

| A | B | C | D... *'''C''': Interpretation ''(see below)''

:<math>V_N = \sum_{j=0}^{21} C(j)^j \cdot h_{N,j}</math> :<code>C(j)</code> = factor, which describes the influence of the preceding day j

<source lang="fortran">FUNCTION HYA_GET_WEHRFAKTOR () RESULT (c)</source> <source lang="fortran">FUNCTION HYA_WEHR_FAKTOR_SCHARF (x, c) RESULT (N)</source>

*| A | B | C D | E | F G | H I J K L | * '''C''': threshold value that defines as of which critical inflow Q<sub>krit</su

| A | B | C D E F | | | | *C: Number of reservoir surface area functions (has to correspond to the numbe

*| A | B C D E F G H I J K L M |

COMPILE=@lf90 -ap -chk -g -co -f90 -lst -pca -sav -stchk -trace -w -wo -xref -c %fi -DLL -WIN -ML WINAPI

| A | B | C D E | F | G H I | J | K L | M N O *'''C''': area [ha]

| A | B | C | D E F G H | I J K L M N O | *'''C''': Identifier: Calculation-type: <code>1</code>: weir overflow, <code>2</c

BlueM.Opt is written in VB.NET and C#. The source code and issues are managed on GitHub: https://github.com/blue

...m m m^.3/s m m^.3/s o/oo | m m^2 m^3/s | m^3/s |1/2 °C - - Nummer | *| A | B | C | D | E |F G H I J K | L M N O P Q

...the <code>user.config</code> file located in the following location: <code>C:\Users\[USERNAME]\AppData\Local\BlueM_Dev_Group\BlueM.Opt.exe_Url_[]\[versi

:<pre class="dos">C:\WorkingDir>"path\to\BlueM.exe" datasetname</pre>

* Copyright: (c) 2008 Felix Froehlich

[[Kategorie:BlueM.Sim Development|C]]

...| % | - h h h h h J/N - | - - | - °C % % mm/(°d) mm/d | m3/(s ha) | | A | B | C D E F G | H | I J K | L M N O...