**Civil Engineering ► Environmental Engineeirng ► Population Forecasting Methods **

**Population Forecasting** Methods

**Geometric method:**

It is based on the hypothesis that rate of change of population is proportional to the population. According to this, method it is assumed that the rate of increase of population growth in a community is proportional to the present population.

dP /dt ∝ P => dp / dt = K If P
=> Ln (P => (P |

This method gives somewhat larger value as compared to arithmetic method and can be used for new cities with rapid growth. In normal practice, arithmetic and geometric growth average is taken.

**Curvilinear method:**

In this it is assumed that the population of a city will grow, in the same manner as in other cities in the past. This similarity between the cities includes geographical proximity, similarity of economic base, access to similar transportation system etc. **In practice it is difficult to find similar cities.**

**Logistic method:**

When the growth rate of population due to birth, death and migration are under normal situation and not subjected to extraordinary changes due to unusual situation like war, epidemics earth quakes and refugees etc. Then this method is used:

According to this method

P = P _{sat} / (1+ e^{a}+ bΔt), * where* P

_{sat}is the saturation population, of the community and

**a**,

**b**are constants.

**P**,

_{sat}**a**and

**b**can be determined from three successive census populations and the equations are

P_{sat} = 2 P_{0} P_{1}P_{2} - P_{1}^{2} (P_{0} + P_{2}) / (P_{0 }P_{2} - P_{1}^{2})

**Decline growth method:**

This method like, logistic, assumes that the city has some limiting saturation population and that its rate of growth is a function of population deficit;

**Ratio method:**

Ratio method of fore casting is based on the assumption that the population of a certain area or a city will increase in the same manner to a larger entity like a province, or a country. It requires calculation of ratio of locals to required population in a series of census years.

Projection of the trend line using any of the technique and application of projected ratio to the estimated required population of projected ratio to the estimated required population in the year of interest. This method of forecasting does not take into account some special calculations in certain area but have the following advantages.

## Estimation of Water Demand

While estimating the water demand, the above factors should be considered e.g. the size of the city; its population does matter when estimating the water demand. The more the size of population, more will be the demand. **Estimation of water demand is necessary to:**

**Calculate design flow****Determine the pumping power of machines to be used****Reservoir capacity****Pipe capacity**

To estimate water demand, following parameters must be determined or calculated.

**Average daily water consumption:**It is based on complete one year supply of water. It is the total consumption during one year, divided by the population.

q = (Q / P x 365)**lpcd**(liters per capita per day)**Maximum daily consumption:**It is the maximum amount of water used during one day in the year. This amount is 180% of the average daily consumption

MDC = 1.8 x Avg. daily consumption. It is usually a working day (Monday) of summer season.**Maximum weekly demand:**The amount of water used by a population during a whole single week in a study span of 1 year.

Maximum weekly demand = 1.48 x Avg. D. C

Maximum monthly demand = 1.28 x Avg. D. C

Maximum hourly demand = 1.5 x Avg. D. C

Maximum daily demand = 1.8 x Avg. D. C**Fire water demand | Fire Demand:**Theamount of water usedfor fire fighting is termed as fire demand. Although, the amount of water used in fire fighting is a negligible part of the combine uses of water but the rate of flow and the volume required may be so high during fire that it is a deciding factor for pumps, reservoirs and distribution mains.

Minimum fire flow should be 500 gpm (1890 L/m)

Minimum fire flow should be 8000 gpm (32, 400 L/m)

Additional flow may be required to protect adjacent buildings.

*To determine the maximum water demand during a fire, the required fir flow must be added to the maximum daily consumption rate. The shortage is fulfilled by elevated storage tanks which have been filled during lower demand in usual days*

**Keywords:** county population forecasts, population forcasting, forecasting population growth, population forecasting methods, growth forecasting, demographic forecasting, fire water demand, fire flow demand, firefighter demand,