Oklahoma Significant Factor For Discharge is an employee termination procedure that is based on the Oklahoma Statutes Title 40. The procedure consists of a two-step process. First, the employer must provide the employee with written notice of the significant factor that is the basis for the discharge. The written notice must include the specific details of the significant factor and the employee’s right to grieve the discharge. The second step is for the employee to file a grievance if they believe the discharge was unfair or unfounded. The Oklahoma Statutes Title 40 provides four types of Oklahoma Significant Factor For Discharge: 1) misconduct, 2) executive decision, 3) unsatisfactory job performance and 4) layoff or reduction in force. If an employee is discharged due to misconduct, the employer must provide written notice to the employee that includes the details of the misconduct and the employee's right to grieve. If an employee is discharged due to an executive decision, the employer must provide written notice to the employee that includes the details of the executive decision and the employee's right to grieve. If an employee is discharged due to unsatisfactory job performance, the employer must provide written notice to the employee that includes the details of the unsatisfactory job performance and the employee's right to grieve. If an employee is discharged due to a layoff or reduction in force, the employer must provide written notice to the employee that includes the details of the layoff or reduction in force and the employee's right to grieve.
Oklahoma Significant Factor For Discharge
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FAQ
Runoff coefficient is loosely defined as the ratio of runoff to rainfall, and is a function of watershed characteristics including land use, soil type, and slope of the watershed. The value of runoff coefficient ranges between 0.0 and 1.0.
The maximum rate of discharge during the period of runoff caused by a storm is called a ?peak flow?. The information about peak flows and associated volume of runoff during various floods that have been observed in the past can be complied by the analysis of the observed discharge data and runoff hydrographs.
The Rational Formula is expressed as Q = CiA where: Q =Peak rate of runoff in cubic feet per second C =Runoff coefficient, an empirical coefficient representing a relationship between rainfall and runoff.
The rational method is an empirical approach used for estimating the discharge at a point of concentration for small drainage areas. It assumes that the storm duration equals the time of concentration. The time of concentration is used with the appropriate IDF curve to find the design intensity.
The Standard Rational method produces a triangular runoff hydrograph that gives the peak inflow at time = Tc and falls to zero flow at time = 2xTc. This hydrograph represents a storm whose duration equals Tc, resulting in the greatest peak discharge for the given return frequency storm.
The Rational Method expresses a relationship between rainfall intensity and catchment area as independent variables and the peak flood discharge resulting from the rainfall as the dependent variable. It has been used for over 150 years, and known as the Rational Method for nearly 100 years.
The rational method is an empirical approach used for estimating the discharge at a point of concentration for small drainage areas.