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

blog comments powered by Disqus

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.
+|author=Michael Platzer
+|provider=Flickr
+|providerurl=http://www.flickr.com/
+|status=active
+|security=unknown
+|addedon=October 29, 2009
+}}
+This widget allows you to embed [http://www.flickr.com/search/?q=flowers&w=all Flickr Search Queries] to your wiki page.
-{| class="wikitable"
+To insert this widget, use the following code:
-|-
-! Component
-! Typical Void ratio
-! Recommended depth (with underdrain pipe)
-! Recommended depth (no underdrain pipe)
-|-
-| Ponding depth
-| 1
-| 300 mm
-| See below
-|-
-| [[Mulch]]
-|
-* 0.7 for wood based
-* 0.4 for aggregates
-| colspan="2" |75 ± 25 mm
-|-
-| [[Biofiler media]]
-| 0.3
-| 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
-|}
+ <nowiki>{{#widget:</nowiki>{{PAGENAME}}<nowiki>
+|query=flowers
+|width=580
+|height=350
+}}</nowiki>
-==Calculate the maximum overall depth==
+== Sample result ==
-*Step 1: Determine what the planting needs are and assign appropriate depth of media, using the table above.
+{{#widget:{{PAGENAME}}
-*Step 2: Select an underdrain pipe diameter (typically 100 - 200 mm), assign this as an 'embedding' depth.
+|query=flowers}}
-*Step 3: Calculate the maximum possible storage reservoir depth beneath the pipe (''d<sub>s</sub>''):
+{{Comments}}
-<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}}
-===Additional step for system without underdrain===
-*Step 4: 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.}}
-* Step 5: Sum total depth of bioretention, and compare to available space above water table and bedrock. Adjust if necessary.
-==Calculate the remaining dimensions==
-* Step 6: Multiply the depth of each separate component by the void ratio and then sum the total to find the 1 dimensional storage (in mm).
-* Step 7: Calculate the required total storage (m<sup>3</sup>):
-<math>Storage=RVC_T\times A_c\times C\times 0.1</math>
-{{Plainlist|1=Where:
-*''RVC<sub>T</sub>'' is the Runoff volume control target (mm),
-*''A<sub>c</sub>'' is the catchment area (Ha),
-*''C'' is the runoff coefficient of the catchment area, and
-* 0.095 is the product of a typical runoff coefficient for impermeable surfaces (0.95) and the units correction between m<sup>3</sup> and mm.Ha. (0.1)}}
-* Step 8. Divide required storage (m<sup>3</sup>) by the 1 dimensional storage (in m) to find the required footprint area (A_p) for the bioretention in m<sup>2</sup>.
-* Step 9. Calculate the peak flow rate (''Q<sub>p</sub>'', in L/s) through the filter media:
-<math>Q_{p} = A_{p}\times K_{sat}\times 3.6 \times 10^{-3}</math>
-{{Plainlist|1=Where:
-*''K<sub>sat</sub>'' is the saturated hydraulic conductivity of the filter media (mm/hr), and
-*''A<sub>p</sub>'' is the area of the practice (m<sup>2</sup>).}}
 ----
 {{#l:RWH_DC_TOOL_v.1.4.xlsm|This file will be downloaded when clicked}}
@@ Line 85: / 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 102: / 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 139: / 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
+|}