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#' @title Current Probability of Failure for Towers OHL support 50kV
#' @description 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.
#' @param number_of_operations Numeric Number of operations for the tower
#' @param placement String. Specify if the asset is located outdoor or indoor.
#' @param altitude_m Numeric. Specify the altitude location for
#' the asset measured in meters from sea level.\code{altitude_m}
#' is used to derive the altitude factor. A setting of \code{"Default"}
#' will set the altitude factor to 1 independent of \code{asset_type}.
#' @param distance_from_coast_km Numeric. Specify the distance from the
#' coast measured in kilometers. \code{distance_from_coast_km} is used
#' to derive the distance from coast factor.
#' A setting of \code{"Default"} will set the
#' distance from coast factor to 1 independent of \code{asset_type}.
#' @param corrosion_category_index Integer.
#' Specify the corrosion index category, 1-5.
#' @param age Numeric. The current age in years of the conductor.
#' @param foundation_type String. Foundation type of the tower
#' \code{foundation_type = c("Foundation - Fully Encased Concrete",
#' "Foundation - Earth Grillage")}
#' @param paint_type String. Paint type of the tower
#' \code{foundation_type = c(Paint System - Galvanising, Paint System - Paint )}
#' @param observed_condition_inputs_steelwork Named list observed_conditions_input
#' @param observed_condition_inputs_paint Named list observed_conditions_input
#' @param observed_condition_inputs_foundation Named list observed_conditions_input
#' \code{conductor_samp = c("Low","Medium/Normal","High","Default")}.
#' @inheritParams current_health
#' @param k_value Numeric. \code{k_value = 0.0545} by default. This number is
#' given in a percentage. The default value is accordingly to the CNAIM standard
#' on p. 110.
#' @param c_value Numeric. \code{c_value = 1.087} by default.
#' The default value is accordingly to the CNAIM standard see page 110
#' @param normal_expected_life Numeric. \code{normal_expected_life = "Default"} by default.
#' The default value is accordingly to the CNAIM standard on page 107.
#' @return DataFrame Current probability of failure
#' per annum per kilometer along with current health score.
#' @export
#' @examples
#' # 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")
pof_tower_ohl_support_50kv <-
function(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") {
tower_asset_category <- "66kV Tower"
`Asset Register Category` = `Health Index Asset Category` = `Sub-division` =
`Generic Term...1` = `Generic Term...2` = `Functional Failure Category` =
`K-Value (%)` = `C-Value` = `Asset Register Category` = NULL
# due to NSE notes in R CMD check
asset_category <- gb_ref$categorisation_of_assets %>%
dplyr::filter(`Asset Register Category` ==
tower_asset_category) %>%
dplyr::select(`Health Index Asset Category`) %>% dplyr::pull()
generic_term_1 <- gb_ref$generic_terms_for_assets %>%
dplyr::filter(`Health Index Asset Category` == asset_category) %>%
dplyr::select(`Generic Term...1`) %>% dplyr::pull()
generic_term_2 <- gb_ref$generic_terms_for_assets %>%
dplyr::filter(`Health Index Asset Category` == asset_category) %>%
dplyr::select(`Generic Term...2`) %>% dplyr::pull()
# Normal expected life -------------------------
if (normal_expected_life == "Default") {
normal_expected_life_steelwork <- gb_ref$normal_expected_life %>%
dplyr::filter(`Asset Register Category` ==
tower_asset_category, `Sub-division` == "Steelwork") %>%
dplyr::pull()
normal_expected_life_foundation <- gb_ref$normal_expected_life %>%
dplyr::filter(`Asset Register Category` ==
tower_asset_category, `Sub-division` == foundation_type) %>%
dplyr::pull()
normal_expected_life_paint <- gb_ref$normal_expected_life %>%
dplyr::filter(`Asset Register Category` ==
tower_asset_category, `Sub-division` == paint_type) %>%
dplyr::pull()
} else {
normal_expected_life_steelwork <- normal_expected_life
normal_expected_life_foundation <- normal_expected_life
normal_expected_life_paint <- normal_expected_life
}
# Constants C and K for PoF function --------------------------------------
k <- k_value/100
c <- c_value
# Duty factor ----------------------------------------------------
duty_factor <- 1
# Location factor ----------------------------------------------------
location_factor <- location_factor(placement,
altitude_m,
distance_from_coast_km,
corrosion_category_index,
asset_type = tower_asset_category)
# Expected life for structure ------------------------------
expected_life_years_steelwork <- expected_life(normal_expected_life =
normal_expected_life_steelwork,
duty_factor,
location_factor)
# Expected life for paint ------------------------------
expected_life_years_foundation <- expected_life(normal_expected_life =
normal_expected_life_foundation,
duty_factor,
location_factor)
# Expected life for paint ------------------------------
expected_life_years_paint <- expected_life(normal_expected_life =
normal_expected_life_paint,
duty_factor,
location_factor)
# b1 (Initial Ageing Rate) ------------------------------------------------
b1_steelwork <- beta_1(expected_life_years_steelwork)
b1_foundation <- beta_1(expected_life_years_foundation)
b1_paint <- beta_1(expected_life_years_paint)
# Initial health score ----------------------------------------------------
initial_health_score_steelwork <- initial_health(b1_steelwork, age)
initial_health_score_foundation <- initial_health(b1_foundation, age)
initial_health_score_paint <- initial_health(b1_paint, age)
# Measured conditions
measured_condition_modifier <- data.frame(condition_factor = 1,
condition_cap = 10,
condition_collar = 0.5)
# Observed conditions -----------------------------------------------------
# The table data is same for all towers category
oci_table_names_steelwork <- list("tower_legs" = "oci_ehv_tower_tower_legs",
"tower_bracings" = "oci_ehv_tower_bracings",
"tower_crossarms" = "oci_ehv_tower_crossarms",
"tower_peak" = "oci_ehv_tower_peak")
oci_table_names_paint <- list("paintwork_cond" = "oci_ehv_tower_paintwork_cond")
oci_table_names_foundation <- list("foundation_cond" = "oci_ehv_tower_foundation_cond")
observed_condition_modifier_steelwork <-
get_observed_conditions_modifier_hv_switchgear("EHV Towers",
oci_table_names_steelwork,
observed_condition_inputs_steelwork,
"Tower Steelwork")
observed_condition_modifier_paint <-
get_observed_conditions_modifier_hv_switchgear("EHV Towers",
oci_table_names_paint,
observed_condition_inputs_paint,
"Tower Paintwork")
observed_condition_modifier_foundation <-
get_observed_conditions_modifier_hv_switchgear("EHV Towers",
oci_table_names_foundation,
observed_condition_inputs_foundation,
"Foundations")
# Health score factor ---------------------------------------------------
health_score_factor_steelwork <-
health_score_excl_ehv_132kv_tf(observed_condition_modifier_steelwork$condition_factor,
measured_condition_modifier$condition_factor)
health_score_factor_paint <-
health_score_excl_ehv_132kv_tf(observed_condition_modifier_paint$condition_factor,
measured_condition_modifier$condition_factor)
health_score_factor_foundation <-
health_score_excl_ehv_132kv_tf(observed_condition_modifier_foundation$condition_factor,
measured_condition_modifier$condition_factor)
# Health score cap --------------------------------------------------------
health_score_cap_steelwork <- min(observed_condition_modifier_steelwork$condition_cap,
measured_condition_modifier$condition_cap)
health_score_cap_paint <- min(observed_condition_modifier_paint$condition_cap,
measured_condition_modifier$condition_cap)
health_score_cap_foundation <- min(observed_condition_modifier_foundation$condition_cap,
measured_condition_modifier$condition_cap)
# Health score collar -----------------------------------------------------
health_score_collar_steelowrk <- max(observed_condition_modifier_steelwork$condition_collar,
measured_condition_modifier$condition_collar)
health_score_collar_paint <- max(observed_condition_modifier_paint$condition_collar,
measured_condition_modifier$condition_collar)
health_score_collar_foundation <- max(observed_condition_modifier_foundation$condition_collar,
measured_condition_modifier$condition_collar)
# Health score modifier ---------------------------------------------------
health_score_modifier_steelwork <- data.frame(health_score_factor_steelwork,
health_score_cap_steelwork,
health_score_collar_steelowrk)
health_score_modifier_paint <- data.frame(health_score_factor_paint,
health_score_cap_paint,
health_score_collar_paint)
health_score_modifier_foundation <- data.frame(health_score_factor_foundation,
health_score_cap_foundation,
health_score_collar_foundation)
# Current health score ----------------------------------------------------
current_health_score_steelwork <-
current_health(initial_health_score_steelwork,
health_score_modifier_steelwork$health_score_factor,
health_score_modifier_steelwork$health_score_cap,
health_score_modifier_steelwork$health_score_collar,
reliability_factor = reliability_factor)
current_health_score_paint <-
current_health(initial_health_score_paint,
health_score_modifier_paint$health_score_factor,
health_score_modifier_paint$health_score_cap,
health_score_modifier_paint$health_score_collar,
reliability_factor = reliability_factor)
current_health_score_foundation <-
current_health(initial_health_score_foundation,
health_score_modifier_foundation$health_score_factor,
health_score_modifier_foundation$health_score_cap,
health_score_modifier_foundation$health_score_collar,
reliability_factor = reliability_factor)
current_health_score_paint <- min(current_health_score_paint, 6.4)
current_health_score <- max(current_health_score_foundation,
current_health_score_steelwork,
current_health_score_paint)
# Probability of failure ---------------------------------------------------
probability_of_failure <- k *
(1 + (c * current_health_score) +
(((c * current_health_score)^2) / factorial(2)) +
(((c * current_health_score)^3) / factorial(3)))
return(data.frame(pof = probability_of_failure, chs = current_health_score))
}
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