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Error 173 : Time series888 has its data out of sequence. (another one)

Hello everyone,

I realize that this particular thing has probably been discussed more than enough, I browsed through forum aswell as tried to google it.. found some infromation about it but none of the suggested things worked for me.

Basically I'm work

Started by Dušan Rusnák

7 Replies · Reply by Dušan Rusnák Mar 5, 2014

What Node and Link Invert Elevations Does SWMM 5 Use?

Note: What Node and Link Invert Elevations Does SWMM 5 Use?

SWMM 5 uses the following Node information from the user:

· Node Invert Elevation,
· The Node Rim Elevation which is the Node Invert Elevation + the Maximum node d

Started by Robert Dickinson

0 Replies

SWMM 5—elevation of junction's invert

Hi users,

I'm a bit confused regarding what to specify for the elevation of junction's invert.

Should the junction invert be equal to the invert of the 'lowest' connecting pipe?

Kind Regards,

Matt.

Started by Matt Burns

5 Replies · Reply by Robert Dickinson Mar 4, 2014

Integral or Differential Analysis

Hello sir!

Does SWMM use the Integral (Control Volume) or the Differential Analysis approach equations?

Thank you very much!

Started by Ivan Marco H. Centeno

1 Reply · Reply by Robert Dickinson Feb 24, 2014

Gates, valves and deposits.

How I can simulate a valve or gate between two channels? I've tried but the program throws an error that says the orifice can connect only from a tank or reservoir. (I am using an orifice because it is what has been suggested in old discussions in th

Started by Gerardo Andres Riaño Briceño

5 Replies · Reply by Gerardo Andres Riaño Briceño Feb 25, 2014

Reverse Flow in SWMM 5 during one time step

Subject: Reverse Flow in SWMM 5 during one time step

Reverse flow in a link of SWMM 5 occurs if the downstream head is greater than the upstream head. The flow calculations for the link are based on the time step head, cross sectional area(s),

Started by Robert Dickinson

0 Replies

Sideflow weir

Hi, I'm having some instability issue with a sideflow weir which is connected with a tank.

There are some higher flows reported in the weir than the max. flow upstream of the weir.

Reverse flow is able to happen but is not ok that it is being higher

Started by Carolina Da Cunha

1 Reply · Reply by Robert Dickinson Feb 17, 2014

Re: parallel swmm and matlab

Hi

Ive been running an optimization of swmm using matlab. I was hoping to use the multistart and ga algorithms in parallel mode so I could make use of a multicore PC. I havent been able to get this running (serial optimization is ok), since parallel

Started by Dave Morgan in MATLAB and Batch SWMM5

5 Replies · Reply by Gerardo Andres Riaño Briceño Oct 23, 2015

Change SWMM5 parameter during simulation with MATLAB for RTC

I was reading an old discussion about linking MATLAB with SWMM5 through SWMM DOS engine (http://swmm2000.com/forum/topics/linking-swmm5-gui-to-matlab), and I got really interested about the possibility of changing SWMM parameters during the simulatio

Started by Gerardo Andres Riaño Briceño

2 Replies · Reply by Gerardo Andres Riaño Briceño Feb 4, 2014

How InfoSewer and InfoSWMM are Extensions in Arc Map with Add On Extensions with Applications

How InfoSewer and InfoSWMM are Extensions in Arc Map with Add On Extensions with Applications

A Possible Arc Map Extensions
B Possible InfoSWMM Add On Extensions to the basic Arc Map Program
C Applications such as InfoSWMM 2D, RDII Analyst and Risk

Started by Robert Dickinson in InfoSWMM

0 Replies

Highway drainage modeling

Good evening sir!

I'm trying to recreate a highway drainage system model composed of box culvert and gutter. My problem is I do not know how can I model it such that the profile plot will show that if the depth of water exceeds the maximum depth, wat

Started by Ivan Marco H. Centeno

6 Replies · Reply by Ivan Marco H. Centeno Jan 30, 2014

ERROR 173: Time series has its data out of sequence.

Hello sir! I am trying to input a historical time series data as inflow into a node in SWMM. I followed the format: STA ID YEAR MONTH DAY HOUR MINUTE VALUE but i keep getting the ERROR 173 warning. I have a daily rainfall data recorded for ten years

Started by Ivan Marco H. Centeno

20 Replies · Reply by Kexuan Wang Apr 19, 2014

Recent News

Inside the QA/QC version of SWMM 5 on http://t.co/sJUoLrzLdi and http://t.co/Pqp4k27uQB if you want to see the internals of SWMM5
— RDickinson (@RDickinson) December 29, 2013

Started by Robert Dickinson

0 Replies

Innovyze Releases SWMMLive: Real-Time Stormwater, Wastewater and Watershed Modeling

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Press

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Started by Robert Dickinson in InfoSWMM

0 Replies

Conduit Outlet Rating Curve Types

Hello everyone, not sure if this is already a topic, but I have made an outlet in a conduit in my model and am entering a rating curve to define it. I am not sure whether to use the depth or the head with my data. Is the depth just reference depth si

Started by Zach Barnaal

1 Reply · Reply by Robert Dickinson Nov 27, 2013

SWMM 5.0 Maximum Nodes

I am trying to figure-out what is the maximum number of nodes that a SWMM5.0 model can handle? I have a highly urban watershed of about 25000 ac and I am wondering if it is feasible to use SWMM 5.0 or any SWMM products. I don't have GIS info of all s

Started by Bob Blogs

1 Reply · Reply by Robert Dickinson Nov 27, 2013

Length of Overland flow

Hi Everyone,

I am simulating runoff from an ungauged area, hence cannot calibrate my model for width of sub-catchment.

In case we are to design drainage system for a newly developed site then what length of overland flow should be considered.

As its g

Started by DS Bisht

2 Replies · Reply by DS Bisht Nov 20, 2013

Importing Time Patterns into SWMM5 from InfoSwmm

Hi Everyone,

I was wondering if anyone has had any experience with SWMM5/InfoSwmm compatibility. I have had someone export several input files from InfoSwmm for use in SWMM5. Generally everything works quite well. However time pattern information (for

Started by Adam Shypanski

1 Reply · Reply by Robert Dickinson Nov 20, 2013

Separate runoff/ flow routing

Dear all,

I have problems with running surface runoff and pipe flow simulations separately. I.e., I run first a (long term) runoff calculation and yield a runoff, i.e. .rof-file. In a second step, I run a pipe flow simulation for certain shorter perio

Started by Christoph Egger

4 Replies · Reply by Christoph Egger Nov 11, 2013

Best modelign tool for hydrology, WQ, system capcity and flood study

Hi, I am trying to chose a best model that can still applicable to model urban hydrology, water quality, systems capacity, flood study and LIDs for WQ. I understand there may not be no single tool that can do all things to same extent. But I would li

Started by Bob Blogs in Tools

0 Replies

All Forums

All Discussions (425)

Error 173 : Time series888 has its data out of sequence. (another one)

What Node and Link Invert Elevations Does SWMM 5 Use?

SWMM 5—elevation of junction's invert

Integral or Differential Analysis

Gates, valves and deposits.

Reverse Flow in SWMM 5 during one time step

Sideflow weir

Re: parallel swmm and matlab

Change SWMM5 parameter during simulation with MATLAB for RTC

How InfoSewer and InfoSWMM are Extensions in Arc Map with Add On Extensions with Applications

Highway drainage modeling

ERROR 173: Time series has its data out of sequence.

Recent News

Innovyze Releases SWMMLive: Real-Time Stormwater, Wastewater and Watershed Modeling

Conduit Outlet Rating Curve Types

SWMM 5.0 Maximum Nodes

Length of Overland flow

Importing Time Patterns into SWMM5 from InfoSwmm

Separate runoff/ flow routing

Best modelign tool for hydrology, WQ, system capcity and flood study

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