View source: R/pof_tower_ohl_support_50kv.R
| pof_tower_ohl_support_50kv | R Documentation |
This function calculates the current annual probability of failure per kilometer EHV for Towers OHL support 50kV The function is a cubic curve that is based on the first three terms of the Taylor series for an exponential function.
pof_tower_ohl_support_50kv( foundation_type = "Foundation - Fully Encased Concrete", paint_type = "Paint System - Paint", placement = "Default", number_of_operations = "Default", altitude_m = "Default", distance_from_coast_km = "Default", corrosion_category_index = "Default", age, observed_condition_inputs_steelwork, observed_condition_inputs_paint, observed_condition_inputs_foundation, reliability_factor = "Default", k_value = 0.0545, c_value = 1.087, normal_expected_life = "Default" )
foundation_type |
String. Foundation type of the tower
|
paint_type |
String. Paint type of the tower
|
placement |
String. Specify if the asset is located outdoor or indoor. |
number_of_operations |
Numeric Number of operations for the tower |
altitude_m |
Numeric. Specify the altitude location for
the asset measured in meters from sea level. |
distance_from_coast_km |
Numeric. Specify the distance from the
coast measured in kilometers. |
corrosion_category_index |
Integer. Specify the corrosion index category, 1-5. |
age |
Numeric. The current age in years of the conductor. |
observed_condition_inputs_steelwork |
Named list observed_conditions_input |
observed_condition_inputs_paint |
Named list observed_conditions_input |
observed_condition_inputs_foundation |
Named list observed_conditions_input
|
reliability_factor |
Numeric. |
k_value |
Numeric. |
c_value |
Numeric. |
normal_expected_life |
Numeric. |
DataFrame Current probability of failure per annum per kilometer along with current health score.
# Current annual probability of failure for Towers
pof_tower_ohl_support_50kv(
number_of_operations = "Default",
placement = "Default",
altitude_m = "Default",
distance_from_coast_km = "Default",
corrosion_category_index = "Default",
age = 10,
paint_type = "Paint System - Galvanising",
foundation_type = "Foundation - Earth Grillage",
observed_condition_inputs_steelwork =
list("tower_legs" = list("Condition Criteria: Observed Condition" = "Default"),
"tower_bracings" = list("Condition Criteria: Observed Condition" = "Default"),
"tower_crossarms" = list("Condition Criteria: Observed Condition" = "Default"),
"tower_peak" = list("Condition Criteria: Observed Condition" = "Default")),
observed_condition_inputs_paint =
list("paintwork_cond" = list("Condition Criteria: Observed Condition" = "Default")),
observed_condition_inputs_foundation =
list("foundation_cond" = list("Condition Criteria: Observed Condition" = "Default")),
reliability_factor = "Default",
k_value = 0.0545,
c_value = 1.087,
normal_expected_life = "Default")
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