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		<title>SWAT - Add Point Sources Loads - Revision history</title>
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		<updated>2026-04-05T07:36:10Z</updated>
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		<id>http://www.wiki.mohid.com/index.php?title=SWAT_-_Add_Point_Sources_Loads&amp;diff=5273&amp;oldid=prev</id>
		<title>Davidbrito: Created page with &quot;==Compute point sources loads== #Adapt this excel file if needed (\\Datacenter\Albufeiras_Eutrofizacao\ComoFazer\1.PreparaInputs\5.FontesPontuais\2_CalculoCarga\ETARRoxo.xls) #Us...&quot;</title>
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				<updated>2011-11-02T12:28:02Z</updated>
		
		<summary type="html">&lt;p&gt;Created page with &amp;quot;==Compute point sources loads== #Adapt this excel file if needed (\\Datacenter\Albufeiras_Eutrofizacao\ComoFazer\1.PreparaInputs\5.FontesPontuais\2_CalculoCarga\ETARRoxo.xls) #Us...&amp;quot;&lt;/p&gt;
&lt;p&gt;&lt;b&gt;New page&lt;/b&gt;&lt;/p&gt;&lt;div&gt;==Compute point sources loads==&lt;br /&gt;
#Adapt this excel file if needed (\\Datacenter\Albufeiras_Eutrofizacao\ComoFazer\1.PreparaInputs\5.FontesPontuais\2_CalculoCarga\ETARRoxo.xls)&lt;br /&gt;
#Use equivalent inhabitants (HE) to estimate average WWTP flow (100L/HE.day - Metcalf gives a maximum of 90 L/HE.day for data from 1992; presently for Lisbon the average is around 120L/HE.day. Services, food and hotel areas have bigger values but in average it should be around 100 L/HE.day). Compute daily volume in m3/day for each WWTP.&lt;br /&gt;
#Use D.L. 236/98 (anex XVIII in \\Datacenter\Albufeiras_Eutrofizacao\ComoFazer\0.Bibliografia\DL236_98.pdf) to use concentrations limits for discharge: SST - 60 mg/l; Ammonia 8 mgN/l; Nitrato 11 mgN/l; PO4 3 mgP/l (same as Total, assuming all is in dissolved form; WWTP reduces particulate material in deposition and organic in secondary treatment). Compute daily loads for SST in tons/day and other in Kg/day.&lt;br /&gt;
#If your reservoir is in a sensitive area (http://www.inag.pt/inag2004/port/r_externas/ue/ag_res_urb/aguas_res_urb_zonas.html#lista) then it has the WWTP directive that lowers the P discharge limit to 2mgP/l for WWTP with more than 10 000 HE (quadro 2 in \\Datacenter\Albufeiras_Eutrofizacao\ComoFazer\0.Bibliografia\DL_152_97_DirectivaAguasResiduais.pdf). So if your watershed is in a sensitive area and there are WWTP in your watershed that have around 10 000 HE or more then the P discharge will be 2mgP/l instead of 3 mgP/l; nitrogen species maintains.&lt;br /&gt;
&lt;br /&gt;
==Add  the point sources loads to the SWAT project==&lt;br /&gt;
# When you have the info about subbasins, write down in the excel file with the WWTP computed loads a column with the subbasin where the point source was added &lt;br /&gt;
# Select menu &amp;gt;Edit Input &amp;gt; Point Sources Discharges&lt;br /&gt;
# In the window appear all the subbasins with point sources. Click in every each one of them and define the discharge loads. [[Image:PointSourceDischarge.png|800px|thumb|center|Add point source loads in SWAT]]&lt;/div&gt;</summary>
		<author><name>Davidbrito</name></author>	</entry>

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