Monday 23 September 2013

Dirt vs Rock vs Concrete

An easy to remember rough rule of thumb for pricing bulk material in place:

  • clay is $5 per cubic metre
  • hardfill, crushed rock  or clean drainage stone is $50 per cubic metre
  • reinforced concrete is $500 per cubic metre
Never use concrete when you can use hardfill; never use hardfill when you can use clay.

Monday 27 August 2012

180 things a great stormwater engineer should know


This post is in response to an engineer asking me what technical things he should know. The list is personal and a bit quirky - and I hope you will disagree with some of the things I have included. Some of these things an engineer needs a thorough and intimate understanding of; others, knowing the basics and where to find the details is enough.

Some of the items are specific to Auckland, New Zealand but most places will have their equivalent. Let me know in the comments if you would like me to add US or Australian equivalents to the standard documents)

Make a comment if you think there is anything I should add.

  1. Mannings equation
  2. Selecting Mannings n values from photos
  3. N values for flattened grass
  4. Culvert design hydraulics
  5. Sand grading curves
  6. Sedimentation - Stokes equation
  7. Fish passage basics
  8. Rock scour protection design
  9. Erosion around pipe outfalls design and weaknesses (ARC TP10)
  10. Tractive stress method
  11. Open channel flow basics
  12. Froude number
  13. Open channel flow profiles
  14. Humidity, vapour pressure, boiling point, dew point
  15. SketchUp
  16. Rational method (and at least one irrational method)
  17. Time of concentration for overland flow
  18. Basic boundary layers
  19. Flood flows (ARC TP108, SCS TR-55 Method)
  20. Dissolved oxygen, temperature and redox
  21. Autumn turnover
  22. Bridge energy losses and hydraulics
  23. Scour calculations around piles and abutments
  24. Phosphorus processes in waterways
  25. Nitrogen cycle
  26. Darcy equation and Ergun equation
  27. Erosion and sediment control (ARC TP90)
  28. Sediment pond sizing
  29. DEB (decanting earth bunds)
  30. USLE (Universal soil loss equation) Note 1
  31. Flotation calculations
  32. Forces from moving water
  33. Scour hole sizing in sand
  34. HIRDS and finding rainfall data
  35. Adjust rainfalls for climate change
  36. PE pipe properties
  37. Creep in plastics
  38. Pressure and acceptance tests in plastic pipes
  39. Hand augering and basic soil assessment
  40. Local soil types (In Auckland ECBF, Puketoka formation)
  41. Shear vane use and adhustment. SPT testing
  42. Porosity
  43. Stream quality modelling
  44. Compaction tests and optimum soil moisture
  45. Air locking and velocities for moving air bubbles
  46. Bill of Quantities (Schedule of Prices) Preparation
  47. Specification writing for a contract
  48. General Conditions of Contract (NZS3910)
  49. Extensions of time
  50. On-site wastewater disposal (ARC TP58 and AS1547)
  51. Colebrook-White equation
  52. Colebrook-White equation for open channels
  53. Hydraulic jump
  54. Energy equations for open channel flow
  55. Vee-notch weir
  56. Sharp crested weir
  57. Broad crested weir
  58. Road as weir
  59. Free overfall
  60. Culvert Analysis Software (HY8 or equivalent)
  61. Algal vs macrophyte dominance in ponds and lakes
  62. Eutrophic status
  63. Water network modelling software (EPAnet)
  64. Rip-rap basin design
  65. Freshwater invertebrate
  66. Wetland plant species
  67. Heavy metals chemistry speciation
  68. Weed species
  69. Basic reinforced concrete design
  70. Steel plate design
  71. Maori perspectives on water
  72. Pollutant runoff levels (kg per hectare)
  73. Stormwater filters
  74. Stormwater treatment device design (ARC TP10)
  75. Simple water tank design for developing countries
  76. On-site stormwater treatment (Countryside Living Toolbox)
  77. Swales for stormwater treatment design
  78. Flood report basics
  79. Soakage testing for rock bores
  80. Stormwater soak pit design (Onehunga soak pit)
  81. HEC RAS
  82. HEC HMS
  83. HEC22 US FHA Urban Drainage Design Manual
  84. Catchpit design, Megapits
  85. Basic hydraulic structures
  86. Manhole head losses sophisticated
  87. Pipe fitting head losses - valves bends etc
  88. Stainless steel selection
  89. Stainless steel corrosion
  90. Welding
  91. PE pipe welding
  92. Floating wetlands basic
  93. Raingarden design
  94. Permeable paving design
  95. LID theory
  96. LID and urban design
  97. Animal vs human faecal contamination
  98. Eel lifecycle
  99. Koaro, galaxiid and mullet life cycles
  100. Whitebait can't jump
  101. Tannins
  102. Woody streams and geomorphology
  103. Grass selection
  104. Topsoil Specification
  105. Fencing
  106. Concrete pipe external loads and selection
  107. Timber protection
  108. Rip-rap design
  109. Wave run-up calculations
  110. Dye testing and tracer analysis
  111. CCTV analysis
  112. GIS
  113. Ground penetrating radar
  114. Riparian zone planting
  115. Integrated catchment management planning (ICMP)
  116. Skinks and geckos
  117. Gumlands ecology
  118. Directional drilling and micro-tunnelling
  119. Urban design principles
  120. Settlement assessment
  121. Peat
  122. Flood routing
  123. Modelling basics 1d vs 2d
  124. Tide levels and datums
  125. Working in the Coastal Marine Area
  126. Trench safety
  127. Gas detection and cold water safety
  128. Rock breaking
  129. Geotextiles and when to use them
  130. Joining PE pipes to manholes
  131. Floodgates
  132. Duckbill valves
  133. Stream rating systems
  134. Stream gauging
  135. Litter traps (in stream)
  136. Litter traps CDS etc
  137. Oil traps (API and more)
  138. Spillway design
  139. Morning glory outlets design
  140. Rapid drawdown bank stability
  141. Basic slope stability
  142. Gabion design
  143. Protecting steep clay slopes
  144. Ephemeral stream criteria
  145. Regulatory Auckland Regional Plan: Air, Land and Water
  146. Vortices
  147. Stormwater pumping (flood pumps)
  148. Pipe bursting
  149. Pipe lining
  150. Pipe bridges
  151. Part full pipes analysis
  152. Waves in open channels
  153. Manhole diameter selection
  154. Concrete pipe bends and factory selection
  155. Rain tank design
  156. Leaf guard
  157. Tank vac
  158. First flush theory
  159. First flush diverter
  160. Wingwall subtlety
  161. Landscape theory basic
  162. Pond wildlife
  163. Mosquito breeding and control
  164. Mosquito fish/pest fish/carp
  165. Carp
  166. Safe velocity vs depths for flow paths and people
  167. Aquaplaning
  168. Hydrology 
  169. Does planting trees increase river flow?
  170. Vertical pipes air entrainment
  171. Building code (E2)
  172. Dispersal trench design
  173. Penman equation for evaporation
  174. French drain spacing
  175. Groundwater movement
  176. Phreatic zone
  177. WHO crop requirements
  178. Probable Maximum Precipitation (PMP)
  179. Chemical sediment control
  180. Extreme value distributions Gumbel
        

Notes   
1) It is unlikely that the Universal Soil Loss Equation is in fact universal or that it is particularly applicable anywhere off planet Earth. 

Monday 5 March 2012

Tuesday 28 June 2011

Tuesday 14 June 2011

Knowledge worker?

Are you a knowledge worker?
Then make sure you know stuff!

Lots of stuff.
A huge range of stuff.

Wednesday 8 June 2011

Excel Shortcut - Insert Today's Date

Like a lot of engineers, I live and die by Excel. There are a handful of essential keyboard shortcuts, but they are hard to learn. It seems easier for some reason to learn shortcuts one by one. So I will occasionally post the ones that I think make me more productive.

Ctrl + ;  (Hold down the Control key and press the semicolon key at the same time).
This inserts today's date in the current cell. Cool.

Monday 6 June 2011

Cool PDF tools

I know - your boss won’t pay for full adobe acrobat to edit and fix pdfs. Don’t grizzle there are lots of free tools that will do the same jobs. The three I find best are:

1) Bullzip – for creating pdfs. It appears in your list of printers. (Windows) http://www.bullzip.com/products/pdf/info.php

2) PDFsam for splitting, merging, rotating and visual reorganising files http://www.pdfsam.org/ (free, open source Windows and Mac)

3) NitroPDF for converting pdfs to excel, word, extract images and edit pdfs. (Windows) http://www.nitropdf.com/

   Bullzip and pdfsam require the installation of ghostscript a free open source tool.

Let me know in the comments if you have found something better that you have been using for a while.


Friday 27 May 2011

Why use pdfs for archiving engineering calculations?

Four reasons for a start:
  • You can print a copy from almost any format. Even Linux and Apple users get the same printout
  • It is likely you will still be able to print a copy 15 years from now.
  • PDF is the most widely used format with lots of free open source tools as well as the original Adobe ones.
  • You can easily store most common types of documents - drawings, reports and scanned documents in pdf. 
Spreadsheets change over time – almost mysteriously. Print a calculation spreadsheet a year after you last used it and it has nearly always changed. Links are missing, dates have changed, someone has updated it. So save a pdf snapshot of important spreadsheet calculations. This is part of a bigger discussion about electronic engineering files, preserving records and doing calculations in the modern world.

It is always wise to produce a .pdf copy of any report including all attachments and figures. That way, a year from now you can find exactly what you sent and carry an electronic copy with you everywhere. This should go without saying – but I'm surprised how often it doesn’t.

Oh and by the way pdfs can easily be edited (unless they are locked) so don’t assume that they are unchanged from the original.

Saturday 21 May 2011

Buying into a business

A smart guy once told me that a wise man said, that when it comes to buying into an engineering consultancy there are two types of sellers - those who want to sell and those who think they should but don’t really want to. With the latter you will never reach agreement.