Difference between revisions of "User talk:Jenny Hill"

	Formal Infobox
Common name:	Wordiness virus
Medical name:	(see notebox below)
Habitat:	here, 19-Dec-2008

Latest revision as of 20:33, 7 August 2019

Template:Widget This widget allows you to embed Flickr Search Queries to your wiki page.

To insert this widget, use the following code:

{{#widget:Jenny Hill
|query=flowers
|width=580
|height=350
}}

Sample result[edit]

Error in widget Jenny Hill: Unable to load template 'wiki:Jenny Hill'

Comments

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This file will be downloaded when clicked

Lorem ipsum dolor sit amet, consectetur adipiscing elit. Quisque lobortis nibh elit, at pretium ipsum pretium id. Nulla et purus condimentum, laoreet dui at, sollicitudin nisi. Sed tristique ac odio nec venenatis. Nunc quis ante quis urna elementum finibus. Praesent fringilla iaculis tristique. Mauris id felis commodo, elementum lorem vitae, faucibus nibh. Nulla venenatis elit ut odio pharetra vehicula. Aenean et enim mauris. Donec consequat nunc ipsum. Aliquam mattis est purus, a pharetra diam bibendum id. Donec consectetur est ut euismod efficitur. Etiam sed tortor eros. Vivamus non nisi feugiat tortor accumsan vestibulum.

Stuff I've done[edit]

Flow (Q) in an open channel, such as a swale, may be calculated using Manning's equation: $Q=VA={\frac {R^{\frac {2}{3}}S^{\frac {1}{2}}}{n}}$ Where: $R={\frac {A}{P}}$

Where:

Q = the flow in the swale (m³/s)
A = the cross sectional area of the swale (m²)
P = the wetted perimeter of the swale (m)
S = the longitudinal slope (m/m)
n = Manning's coefficient (dimensionless)

Test stuff[edit]

Textey text
Captiony caption
Wordsy words

https://public.tableau.com/views/StormIntereventTimesOntario/Dashboard1?:embed=y&:display_count=yes&publish=yes

Permeability	D₁₅ Base/D₁₅ Bedding layer > 5
Choke	D₅₀ Base/D₅₀ Bedding layer > 25
Choke	D₁₅ Base/D₈₅ Bedding layer > 5

.[edit]

	Surface filter	Underground filter	Perimeter filter	Pocket filter	Organic filter	Bioretention
Ultra-urban	Maybe	Ideal	Yes	Maybe	Maybe	Maybe
Parking lots	Ideal	Yes	Ideal	Yes	Yes	Ideal
Roads	Maybe	Maybe	Maybe	Maybe	No	Yes
Residential	Maybe	Maybe	Maybe	Yes	Maybe	Yes
Landscaped	No	No	No	No	Maybe	Ideal
Rooftop	Yes	Yes	Yes	Yes	Yes	Yes

@@ Line 1: / Line 1: @@
-Many of the dimensions in a bioretention system are relatively constrained by the performance requirements of the individual component. There is greatest flexibility in the ponding depth and the depth of the storage reservoir beneath the optional underdrain pipe. The order of operations in calculating these dimensions depends on whether an underdrain is desired.
+{{Widget
+|description=Allows you to embed Flickr Search Queries.
-{| class="wikitable"
+|author=Michael Platzer
-|-
+|provider=Flickr
-! Component
+|providerurl=http://www.flickr.com/
-! Void ratio
+|status=active
-! Recommended depth (with underdrain pipe)
+|security=unknown
-! Recommended depth (no underdrain pipe)
+|addedon=October 29, 2009
-|-
+}}
-| Ponding depth
+This widget allows you to embed [http://www.flickr.com/search/?q=flowers&w=all Flickr Search Queries] to your wiki page.
-| 1
-| 300 mm
-| See below
-|-
-| [[Mulch]]
-|
-* 0.7 for wood based
-* 0.4 for aggregates
-| colspan="2" |75 ± 25 mm
-|-
-| [[Biofiler media]]
-| 0.3 typical
-| colspan="2" |
-* 300 mm to support turf grass and accept only roof runoff
-* 600 mm to support flowering [[perennials]] and decorative [[grasses]]
-* 1000 mm to support [[trees]]
-|-
-| [[choker gravel|Choker course]]
-| 0.4 typical
-| colspan="2" |100 mm
-|-
-| Embedding reservoir
-| 0.4
-| Is equal to underdrain pipe diameter
-| Not applicable
-|-
-| Storage reservoir
-| 0.4
-| See below
-| See below
-|}
-==Sizing with an underdrain pipe==
-# Determine what the planting needs are and assign appropriate depth of media.
-# Determine what the pipe diameter needs to be and assign appropriate depth of reservoir.
-# Determine maximum possible storage reservoir depth (''d<sub>S</sub>''):
-<math>d_{S}=f'\times38.4</math>
-{{Plainlist|1=Where:
-*''f''' = Design infiltration rate in mm/hr, and
-*38.4 comes from multiplying desired drainage time of 96 hours by void ratio of 0.4}}
-==Sizing without an underdrain pipe==
-# Determine what the planting needs are and assign appropriate depth of media.
-# Determine what the pipe diameter needs to be and assign appropriate depth of reservoir.
-# Determine maximum possible storage reservoir depth (''d<sub>S</sub>''):
-<math>d_{S}=f'\times38.4</math>
-{{Plainlist|1=Where:
-*''f''' = Design infiltration rate in mm/hr, and
-*38.4 comes from multiplying desired drainage time of 96 hours by void ratio of 0.4}}
-''Then''
-# Determine maximum permissible ponding depth (''d<sub>P</sub>''):
-<math>d_{P}=f'\times19.2</math>
-{{Plainlist|1=Where:
-*''f''' = Design infiltration rate in mm/hr, and
-*19.2 comes from multiplying desired drainage time of 48 hours by void ratio of 0.4. Note that conceptually the drainage of the ponded area is limited by ex-filtration at the base of the practice.}}
+To insert this widget, use the following code:
+ <nowiki>{{#widget:</nowiki>{{PAGENAME}}<nowiki>
+|query=flowers
+|width=580
+|height=350
+}}</nowiki>
+== Sample result ==
+{{#widget:{{PAGENAME}}
+|query=flowers}}
+{{Comments}}
+----
 {{#l:RWH_DC_TOOL_v.1.4.xlsm|This file will be downloaded when clicked}}
@@ Line 77: / Line 31: @@
 Lorem ipsum dolor sit amet, consectetur adipiscing elit. Quisque lobortis nibh elit, at pretium ipsum pretium id. Nulla et purus condimentum, laoreet dui at, sollicitudin nisi. Sed tristique ac odio nec venenatis. Nunc quis ante quis urna elementum finibus. Praesent fringilla iaculis tristique. Mauris id felis commodo, elementum lorem vitae, faucibus nibh. Nulla venenatis elit ut odio pharetra vehicula. Aenean et enim mauris. Donec consequat nunc ipsum. Aliquam mattis est purus, a pharetra diam bibendum id. Donec consectetur est ut euismod efficitur. Etiam sed tortor eros. Vivamus non nisi feugiat tortor accumsan vestibulum.
 {{Col-end}}
-{{#widget:YouTube|id=DWef69ItVrU}}
@@ Line 94: / Line 43: @@
 <!-- Please call pinit.js only once per page -->
 <script type="text/javascript" async src="//assets.pinterest.com/js/pinit.js"></script>}}
-== Wishlist ==
-*Extension:Scribunto
-:To enable the use of:
-**Module:Clade
-**Module:Weather box
-*Mobile FrontEnd
 ==Stuff I've done==
-*Restrict account creation
+Flow (''Q'') in an open channel, such as a swale, may be calculated using Manning's equation:
-*pdf Handler
+<math>Q=VA=\frac{R^{\frac{2}{3}}S^{\frac{1}{2}}}{n}</math>
-*Multimedia viewer
+Where:
-*YouTube
+<math>R=\frac{A}{P}</math>
-*Google analytics
+{{Plainlist|1=Where:
+*''Q'' = the flow in the swale (m<sup>3</sup>/s)
+*''A'' = the cross sectional area of the swale (m<sup>2</sup>)
+*''P'' = the wetted perimeter of the swale (m)
+*''S'' = the longitudinal slope (m/m)
+*''n'' = Manning's coefficient (dimensionless)}}
 ==Test stuff==
-<gallery mode=Slideshow>
+<gallery mode="packed-overlay">
 Swale TTT.png|Textey text
 LID TTT.png|Captiony caption
@@ Line 131: / Line 78: @@
-<div class='tableauPlaceholder' id='viz1508348769899' style='position: relative'><noscript><a href='https:&#47;&#47;wiki.sustainabletechnologies.ca&#47;index.php&#47;Drawdown_time'><img alt='Dashboard 1 ' src='https:&#47;&#47;public.tableau.com&#47;static&#47;images&#47;St&#47;StormIntereventTimesOntario&#47;Dashboard1&#47;1_rss.png' style='border: none' /></a></noscript><object class='tableauViz'  style='display:none;'><param name='host_url' value='https%3A%2F%2Fpublic.tableau.com%2F' /> <param name='embed_code_version' value='2' /> <param name='site_root' value='' /><param name='name' value='StormIntereventTimesOntario&#47;Dashboard1' /><param name='tabs' value='no' /><param name='toolbar' value='yes' /><param name='static_image' value='https:&#47;&#47;public.tableau.com&#47;static&#47;images&#47;St&#47;StormIntereventTimesOntario&#47;Dashboard1&#47;1.png' /> <param name='animate_transition' value='yes' /><param name='display_static_image' value='yes' /><param name='display_spinner' value='yes' /><param name='display_overlay' value='yes' /><param name='display_count' value='yes' /><param name='filter' value='publish=yes' /></object></div>                <script type='text/javascript'>                    var divElement = document.getElementById('viz1508348769899');                    var vizElement = divElement.getElementsByTagName('object')[0];                    vizElement.style.minWidth='420px';vizElement.style.maxWidth='650px';vizElement.style.width='100%';vizElement.style.minHeight='620px';vizElement.style.maxHeight='920px';vizElement.style.height=(divElement.offsetWidth*0.75)+'px';                    var scriptElement = document.createElement('script');                    scriptElement.src = 'https://public.tableau.com/javascripts/api/viz_v1.js';                    vizElement.parentNode.insertBefore(scriptElement, vizElement);                </script>
+{| class="wikitable"
+!Permeability
+|D<sub>15</sub> Base/D<sub>15</sub> Bedding layer > 5
+|-
+!Choke
+|D<sub>50</sub> Base/D<sub>50</sub> Bedding layer > 25
+|-
+!Choke
+|D<sub>15</sub> Base/D<sub>85</sub> Bedding layer > 5
+|}
+==.==
+{| class="wikitable"
+|
+!Surface filter
+!Underground filter
+!Perimeter filter
+!Pocket filter
+!Organic filter
+!Bioretention
+|-
+!Ultra-urban
+|Maybe||Ideal||Yes||Maybe||Maybe||Maybe
+|-
+!Parking lots
+|Ideal||Yes||Ideal||Yes||Yes||Ideal
+|-
+!Roads
+|Maybe||Maybe||Maybe||Maybe||No||Yes
+|-
+!Residential
+|Maybe||Maybe||Maybe||Yes||Maybe||Yes
+|-
+!Landscaped
+|No||No||No||No||Maybe||Ideal
+|-
+!Rooftop
+|Yes||Yes||Yes||Yes||Yes||Yes
+|}