#191 added field updates for offshore assets modelling

OpenExposureData/OEDInputFields.csv

@@ -552,3 +552,4 @@ Provide the generating capacity of each asset (e.g. for a turbine, this is the c
 "Acc","DefenceCost","Options: 0-Outside the limit, 1-Inside the limit or 2-Not Covered","n/a","tinyint","0","[0,2]","n/a","O"
 "Acc","BIWaitingPeriod","BI waiting period defined at policy level (in days)","n/a","float","0","[0,)","O","n/a"
 "Acc","BIPOI","BI period of indemnity defined at policy level (in days, in increments of 0.5 days). Default value = 365 (1 year).","n/a","float","365","[0,3650]","O","n/a"
+"Loc","SoilLiquefiable","Defines whether a soil is susceptible to liquefaction or not.","O","int","n/a","[0,2]","n/a","n/a"

OpenExposureData/OtherValues.csv

@@ -242,13 +242,14 @@
 "FoundationType","10","No basement","N/A"
 "FoundationType","11","Engineering foundation","N/A"
 "FoundationType","12","Crawlspace - raised (wood)","N/A"
-"FoundationType","13","Monopile (offshore)","N/A"
-"FoundationType","14","Tripod (offshore)","N/A"
-"FoundationType","15","Jacket (offshore)","N/A"
-"FoundationType","16","Tripile (offshore)","N/A"
-"FoundationType","17","Gravity-based (offshore)","N/A"
-"FoundationType","18","Floating: spar (offshore)","N/A"
-"FoundationType","19","Floating: Semisubmersible (offshore)","N/A"
+"FoundationType","13","Monopile (offshore)","Large diameter steel tube inserted deep into the ground."
+"FoundationType","14","Jacket on Caisson (SBJ) (Offshore)","3 or 4 legged jacket supported on suction-bucket (SBJ)."
+"FoundationType","15","Jacket (offshore)","Generic code for seabed frame / jacket foundations."
+"FoundationType","16","Jacket on Pin Piles (JPP)","3 or 4 legged jacket on pin piles (small diameter piles)."
+"FoundationType","17","Gravity-based (offshore)","Large diameter concrete foundation shallowly embedded."
+"FoundationType","18","Floating: spar (offshore)","A single hollow long ballasted steel cylinder moored to the seabed."
+"FoundationType","19","Floating: Semisubmersible (offshore)","A floater consisting of number of columns and pontoons anchored to the seabed."
+"FoundationType","20","Floating: Tension-Leg Platform (offshore)","A floating system stabilised with tensioned mooring and anchored to the seabed for buoyancy and stability."
 "GeogScheme","CNTY","County","Example: Miami-Dade (US)"
 "GeogScheme","CRH","High Resolution CRESTA","Example: GBR_SO31 8 (Southampton)"
 "GeogScheme","CRL","Low Resolution CRESTA","Example: GBR_SO (Southampton)"
@@ -525,6 +526,9 @@
 "SoftStory","0","Unknown / default","N/A"
 "SoftStory","1","No","N/A"
 "SoftStory","2","Yes","N/A"
+"SoilLiquefiable","0","Unknown / not applicable","Soil susceptibility to liquefaction unknown or not applicable."
+"SoilLiquefiable","1","Soil not susceptible to liquefaction (clay-like soils)","Liquefaction susceptibility not identified in the predominant soil layers at this location, to a depth relevant for the asset foundations. Soils are to be designated as non-liquefiable if they are clay-like. Numerically, this can be determined by the Plasticity Index (PI), where it is recommended that non-liquefiable (clay-like) soils are identified where PI > 7, as per recommendations of Boulanger and Idriss (2006)."
+"SoilLiquefiable","2","Soil susceptible to liquefaction (sand-like soils)","Liquefaction susceptibility not identified in the predominant soil layers at this location, to a depth relevant for the asset foundations. Soils are to be designated as liquefiable if they are sand-like. Numerically, this can be determined by the Plasticity Index (PI), where it is recommended that liquefiable (sand-like) soils are identified where PI < 7, as per recommendations of Boulanger and Idriss (2006)."
 "SoilType","0","No soil information (default)","N/A"
 "SoilType","1","Time averaged shear-wave velocity to 30m depth (vs30 (m/s))","N/A"
 "SpecialEQConstruction","0","Unknown / default","N/A"