You are an expert in writing code in many different languages. Your goal is to perform code completion for the following code, keeping in mind the rest of the code and the file meta data.
    Metadata details:
    filename: derivedResponseFunction_abstract.m
    path of file: ./repos/HydroSight/algorithms/models/TransferNoise/ResponseFunctions/DerivedFunctions
    
    the code of the file until where you have to start completion: classdef derivedResponseFunction_abstract < handle
    %RESPONSEFUNCTION_ABSTRACT Summary of this class goes here
    %   Detailed explanation goes here
    
    properties
    end
        
    methods(Static, Abstract=true)
        [modelSettings, colNames, colFormats, colEdits,tooltipString] = modelOptions(bore_ID, forcingDataSiteID, siteCoordinates)
        modelDescription = modelDescription()         
    end
    
    methods(Abstract=true)
                
        % Set parameters
        setParameters(obj, params)
   
    
function parameters.
        [params_upperLimit, params_lowerLimit] = getParameters_physicalLimit(obj, param_name)

        % Return pre-set physical limits to the function parameters.
        [params_upperLimit, params_lowerLimit] = getParameters_plausibleLimit(obj, param_name)
       
        % Check if each parameters is valid. This is primarily used to 
        % check parameters are within the physical bounds and sensible (eg 0<specific yield<1)
        isValidParameter = getParameterValidity(obj, params, param_names)

        % Calculate impulse-response function.
        result = theta(obj, t)
        
        % Calculate integral of impulse-response function from t to inf.
        % This is used to minimise the impact from a finit forcign data set.
        result = intTheta_upperTail2Inf(obj, t)           
        
        % Calculate integral of impulse-response function from 0 to 1.
        % This is used handle rapidly chnageing fucntion in the range from 0 to 1.
        result = intTheta_lowerTail(obj, t)     
        
        
        % Transform the result of the response function multiplied by the
        % forcing. This method was included so that the groundwater pumping 
        % transfer function of Shapoori, Peterson, Western and Costelleo
        % 2013 could be corrected from a confined aquifer to an unconfined
        % aquifer. The method is called from model_IRF.get_h_star
        % Peterson Feb 2013
        result = transform_h_star(obj, h_star_est)
        
    end