SWMM-USERS Digest - 12 May 2008 to 13 May 2008 (#2008-87)

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May 14, 2008, 12:00:12 AM5/14/08
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There are 6 messages totalling 2046 lines in this issue.

Topics of the day:

1. Conduit depth (4)
2. Roughness coefficient using sediment option in conduit data (2)

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Date: Tue, 13 May 2008 07:41:42 +0200
From: Isak Malherbe <Is...@BKS.CO.ZA>
Subject: Conduit depth

Hi All,

If you have a conduit defined as a irregular channel with max depth =3D 2m,=
but the connecting nodes on both sides are 3m deep and the water level bet=
ween the nodes rises to an average depth of 2.5m. Does PC-SWMM.Net extrapol=
ate the banks of the channel for the additional 0.5m depth not included in =
the channel section (based on the prevailing side slopes at the top of the =
channel or vertically extrapolated) or how is it dealt with?

Thanks

Regards
Isak


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------------------------------

Date: Tue, 13 May 2008 07:20:43 -0400
From: Robert E Dickinson <Robert.E....@US.MWHGLOBAL.COM>
Subject: Re: Conduit depth

Isak,

Q. "If you have a conduit defined as a irregular channel with max depth =
2m, but the connecting nodes on both sides are 3m deep and the water level
between the nodes rises to an average depth of 2.5m. Does PC-SWMM.Net
extrapolate the banks of the channel for the additional 0.5m depth not
included in the channel section (based on the prevailing side slopes at
the top of the channel or vertically extrapolated) or how is it dealt
with?"

A. If the maximum depth in the channel is 2m then the depth in the
channel cannot exceed 2m and the depth of water in the connecting nodes
cannot exceed 2m - there is no extrapolation of the sides to match the 3m
node depths and you should never have a rise of water to 2.5 m.

// --- flow depths can't exceed full depth of conduit
y1 = MIN(y1, xsect->yFull);
y2 = MIN(y2, xsect->yFull);

Best and Kind Regards,
Robert Edgar Dickinson
MWH Soft Inc.

Isak Malherbe <Is...@BKS.CO.ZA>
Sent by: SWMM-USERS <SWMM-...@listserv.uoguelph.ca>
05/13/2008 01:41 AM
Please respond to
SWMM-USERS <SWMM-...@listserv.uoguelph.ca>


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cc

Subject
[SWMM-USERS] Conduit depth


Hi All,

If you have a conduit defined as a irregular channel with max depth = 2m,
but the connecting nodes on both sides are 3m deep and the water level
between the nodes rises to an average depth of 2.5m. Does PC-SWMM.Net
extrapolate the banks of the channel for the additional 0.5m depth not
included in the channel section (based on the prevailing side slopes at
the top of the channel or vertically extrapolated) or how is it dealt
with?

Thanks

Regards
Isak


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------------------------------

Date: Tue, 13 May 2008 16:43:23 +0200
From: Isak Malherbe <Is...@BKS.CO.ZA>
Subject: Re: Conduit depth

Hi Bob

Thanks for the feedback

Regards
Isak

-----Original Message-----
From: SWMM-USERS [mailto:SWMM-...@listserv.uoguelph.ca] On Behalf Of Robert E Dickinson
Sent: 13 May 2008 01:21 PM
To: SWMM-...@listserv.uoguelph.ca
Subject: Re: [SWMM-USERS] Conduit depth

Isak,

Q. "If you have a conduit defined as a irregular channel with max depth =
2m, but the connecting nodes on both sides are 3m deep and the water level
between the nodes rises to an average depth of 2.5m. Does PC-SWMM.Net
extrapolate the banks of the channel for the additional 0.5m depth not
included in the channel section (based on the prevailing side slopes at
the top of the channel or vertically extrapolated) or how is it dealt
with?"

A. If the maximum depth in the channel is 2m then the depth in the
channel cannot exceed 2m and the depth of water in the connecting nodes
cannot exceed 2m - there is no extrapolation of the sides to match the 3m
node depths and you should never have a rise of water to 2.5 m.

// --- flow depths can't exceed full depth of conduit
y1 = MIN(y1, xsect->yFull);
y2 = MIN(y2, xsect->yFull);

Best and Kind Regards,
Robert Edgar Dickinson
MWH Soft Inc.

Isak Malherbe <Is...@BKS.CO.ZA>
Sent by: SWMM-USERS <SWMM-...@listserv.uoguelph.ca>
05/13/2008 01:41 AM
Please respond to
SWMM-USERS <SWMM-...@listserv.uoguelph.ca>


To
SWMM-...@listserv.uoguelph.ca
cc

Subject
[SWMM-USERS] Conduit depth


Hi All,

If you have a conduit defined as a irregular channel with max depth = 2m,
but the connecting nodes on both sides are 3m deep and the water level
between the nodes rises to an average depth of 2.5m. Does PC-SWMM.Net
extrapolate the banks of the channel for the additional 0.5m depth not
included in the channel section (based on the prevailing side slopes at
the top of the channel or vertically extrapolated) or how is it dealt
with?

Thanks

Regards
Isak


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------------------------------

Date: Tue, 13 May 2008 12:12:10 -0400
From: Rob James <r...@COMPUTATIONALHYDRAULICS.COM>
Subject: Re: Conduit depth

Isak,

Further to Bob's email, some additional notes regarding transects:

1. The highest station serves as the upper limit for the cross-section area
calculation. This station may not necessarily be the first or last station
(i.e. the highest station may be in the middle of the transect). For the
maximum cross-sectional area calculation, you can imagine a vertical line
being drawn up from the end stations to the highest defined elevation in the
transect, and then a horizontal line connecting the end stations at the
highest defined station elevation. This can limit the flow of water through
the transect and cause flooding at the upstream node(s). Thus normally your
transect station-elevation data should extend up the left and right
overbanks to a sufficient elevation that will not be reached during the
simulation.

2. If the depth of transect (highest station elevation - lowest station
elevation) for a conduit plus the conduit offset depth exceeds that of a
connected junction's maximum depth, the junction's max. depth is increased
to match the depth of the transect plus its conduit offset depth. This is
reported in the Node Summary section of the report file (status panel). Thus
the node will not be reported as flooded even though the head may exceed the
originally specified ground elevation.

3. If the transect has one or more high point(s) in the middle (i.e.
effectively creating two or more depressions or "channels" in the transect),
there is no spill-over modeled as might occur in reality (where one
"channel" remains empty until the water level in the other "channel" exceeds
the high point dividing the two "channels"). Both the area and the wetted
perimeter calculations will include any sections of the transect that fall
below the water depth in the conduit.

It is a good idea to keep these points in mind when collecting
station-elevation field data.

Sincerely,

Rob James
Computational Hydraulics Int.
www.computationalhydraulics.com
Tel. 519-767-0197


-----Original Message-----
From: SWMM-USERS [mailto:SWMM-...@listserv.uoguelph.ca] On Behalf Of
Robert E Dickinson
Sent: Tuesday, May 13, 2008 7:21 AM
To: SWMM-...@listserv.uoguelph.ca
Subject: Re: [SWMM-USERS] Conduit depth

Isak,

Q. "If you have a conduit defined as a irregular channel with max depth =
2m, but the connecting nodes on both sides are 3m deep and the water level
between the nodes rises to an average depth of 2.5m. Does PC-SWMM.Net
extrapolate the banks of the channel for the additional 0.5m depth not
included in the channel section (based on the prevailing side slopes at
the top of the channel or vertically extrapolated) or how is it dealt
with?"

A. If the maximum depth in the channel is 2m then the depth in the
channel cannot exceed 2m and the depth of water in the connecting nodes
cannot exceed 2m - there is no extrapolation of the sides to match the 3m
node depths and you should never have a rise of water to 2.5 m.

// --- flow depths can't exceed full depth of conduit
y1 = MIN(y1, xsect->yFull);
y2 = MIN(y2, xsect->yFull);

Best and Kind Regards,
Robert Edgar Dickinson
MWH Soft Inc.

Isak Malherbe <Is...@BKS.CO.ZA>
Sent by: SWMM-USERS <SWMM-...@listserv.uoguelph.ca>
05/13/2008 01:41 AM
Please respond to
SWMM-USERS <SWMM-...@listserv.uoguelph.ca>


To
SWMM-...@listserv.uoguelph.ca
cc

Subject
[SWMM-USERS] Conduit depth


Hi All,

If you have a conduit defined as a irregular channel with max depth = 2m,
but the connecting nodes on both sides are 3m deep and the water level
between the nodes rises to an average depth of 2.5m. Does PC-SWMM.Net
extrapolate the banks of the channel for the additional 0.5m depth not
included in the channel section (based on the prevailing side slopes at
the top of the channel or vertically extrapolated) or how is it dealt
with?

Thanks

Regards
Isak


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------------------------------

Date: Tue, 13 May 2008 16:41:30 -0400
From: Pierre Lamarre <pierre....@GENIVAR.COM>
Subject: Roughness coefficient using sediment option in conduit data

Hi,

What is the Manning roughness factor used for the sediment bottom when one
selects the sediment depth option in conduit factors (conduit data -
XP-SWMM)? Didn't find it in the help file and obviously different from the
pipe's roughness, as expected,when you look at results.


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------------------------------

Date: Tue, 13 May 2008 15:34:33 -0600
From: Robert E Dickinson <Robert.E....@US.MWHGLOBAL.COM>
Subject: Re: Roughness coefficient using sediment option in conduit data

This is a multipart message in MIME format.
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Content-Type: text/plain; charset="US-ASCII"

Pierre,


The bottom sediment is not modeled with a different roughness but as a
change in the cross sectional area and conduit hydraulic radius
properties. The bottom sediment takes away the bottom portion of the
pipe. Of course this is just an educated guess.

Best and Kind Regards,
Robert Edgar Dickinson
MWH Soft Inc.

Pierre Lamarre <pierre....@GENIVAR.COM>
Sent by: SWMM-USERS <SWMM-...@listserv.uoguelph.ca>
05/13/2008 04:41 PM
Please respond to
SWMM-USERS <SWMM-...@listserv.uoguelph.ca>


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Subject
[SWMM-USERS] Roughness coefficient using sediment option in conduit data


Hi,

What is the Manning roughness factor used for the sediment bottom when one
selects the sediment depth option in conduit factors (conduit data -
XP-SWMM)? Didn't find it in the help file and obviously different from the
pipe's roughness, as expected,when you look at results.


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--=_alternative 007681CC85257448_=
Content-Type: text/html; charset="US-ASCII"


<br><font size=2 face="sans-serif">Pierre,</font>
<br>
<br>
<br><font size=2 face="sans-serif">The bottom sediment is not modeled with
a different roughness but as a change in the cross sectional area and conduit
hydraulic radius properties. &nbsp;The bottom sediment takes away the bottom
portion of the pipe. &nbsp;Of course this is just an educated guess.</font>
<br>
<br><font size=2 face="sans-serif">Best and Kind Regards,<br>
Robert Edgar Dickinson<br>
MWH Soft Inc.</font>
<br>
<br><img src=cid:_1_053061BC05305DD4007681CC85257448>
<br>
<br>
<br>
<table width=100%>
<tr valign=top>
<td width=40%><font size=1 face="sans-serif"><b>Pierre Lamarre &lt;pierre....@GENIVAR.COM&gt;</b>
</font>
<br><font size=1 face="sans-serif">Sent by: SWMM-USERS &lt;SWMM-...@listserv.uoguelph.ca&gt;</font>
<p><font size=1 face="sans-serif">05/13/2008 04:41 PM</font>
<table border>
<tr valign=top>
<td bgcolor=white>
<div align=center><font size=1 face="sans-serif">Please respond to<br>
SWMM-USERS &lt;SWMM-...@listserv.uoguelph.ca&gt;</font></div></table>
<br>
<td width=59%>
<table width=100%>
<tr valign=top>
<td>
<div align=right><font size=1 face="sans-serif">To</font></div>
<td><font size=1 face="sans-serif">SWMM-...@listserv.uoguelph.ca</font>
<tr valign=top>
<td>
<div align=right><font size=1 face="sans-serif">cc</font></div>
<td>
<tr valign=top>
<td>
<div align=right><font size=1 face="sans-serif">Subject</font></div>
<td><font size=1 face="sans-serif">[SWMM-USERS] Roughness coefficient using
sediment option in conduit &nbsp; &nbsp; &nbsp; &nbsp; data</font></table>
<br>
<table>
<tr valign=top>
<td>
<td></table>
<br></table>
<br>
<br>
<br><font size=2><tt>Hi,<br>
<br>
What is the Manning roughness factor used for the sediment bottom when
one<br>
selects the sediment depth option in conduit factors (conduit data -<br>
XP-SWMM)? Didn't find it in the help file and obviously different from
the<br>
pipe's roughness, as expected,when you look at results.<br>
<br>
<br>
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</tt></font>
<br>
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--=_related 007681CC85257448_=--

------------------------------

End of SWMM-USERS Digest - 12 May 2008 to 13 May 2008 (#2008-87)
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