View/Open - University of Zululand Institutional Repository

View/Open - University of Zululand Institutional Repository View/Open - University of Zululand Institutional Repository

uzspace.uzulu.ac.za
from uzspace.uzulu.ac.za More from this publisher
06.05.2013 Views

287 Note: (i) The water demand data adopted for design purposes should be based on a projected value, say 20 years hence. The data provided in the table allow for rising standards of living and are the actual figures anticipated for the year 2000, based on a 2% per annum compounded growth. The tabulated information applies to townships with flush sanitation and one or more taps in the yard, or inside the building. Upper limits refer to high income townships and the lower limits to lower income townships. (H) Residential zone I implies one dwelling house and an outbuilding per erf (normally the largest residential category in a town), while residential zones 11 and III include multiple dwelling-unit buildings up to three storeys high (excluding a basement). Residential zone IV concerns high rise multiple dwelling-unit buildings of four storeys and more. The design criteria are based on residential sites (erven) of less than 2000 m 2 . For erven larger than 2 000 m 2 , demand should be determined as per local conditions. (iii) Demand data for categories 1 • 3, include garden watering of all common areas outside the limits of the buildings. (iv) The gross floor area is obtained using the applicable floor space ratio derived from the relevant town planning scheme. (v) Water demand for developed parks (category 9), must be considered as being drawn over six hours on any given day, in order to obtain the peak demand. Where the designer anticipates the development of parks and sports grounds to be of a high standard (25 mm of water applied per week), the annual mean daily water demand should be taken as: S2ha-50kt; >2ha S10ha-40 kt, and >10ha - 30 kt. (vi) In order to calculate instantaneous peak flow rates, the various types of development and consequent design demand should be converted to standardized "equivalent erven", where the annual mean daily demand is assumed to be 1 000 t per equivalent erven. (vii) Reservoirs (with a gravity or pumped supply from one water source), should have a minimum storage capacity of 48 hours of the annual mean daily demand. Where the reservoir has a gravity or pumped supply from two water sources, a minimum storage capacity of 36 hours is recommended. (viii) The water supply system for emergency or temporary low cost housing should consist of standpipes with 15 mm nominal size taps situated in street reserves, with approximately one tap for every 10 houses, or located within 75 m of a given house. The total daily demand for the township should be based on a demand rate of 5 kl ha- 1 day-1 for the gross developable area of the township.

IIIRlmlllillS 12.4.2 Durban Metro Water guidelines 288 An innovative water supply strategy devised by the recently established (in '995) Durban Metro Water. P 0 Box , 038. Durban. 4000 - a municipal water supply agency for the Durban Metropolitan Area - involves three levels of service for black peri-urban and urban settlements. The first level consists of a fully reticulated system. operating at standard water pressure (more than 600 t site-' day-'). The second level of service concerns the use of a 200 t roof tank. supplied from water mains in the street (400 - 600 t site-' day-'). Such an option is considerably cheaper than full pressure. and provides most of the benefits of standard reticulation. An outside 200 t ground level tank constitutes the third level of service (up to 200 t site-' day-'). which is used where householders cannot afford roof tanks or full reticulation. The outside tank is usually connected to the house*. The supply to 20 - 25 households is controlled from onemanifold. with small bore pipes linking the water mains and each household (ground level) tank. Water bailiffs (members ofthe resident community) are responsible for operating the latter system. where monthly pre-payment is required. The bailiffs are self-employed entrepreneurs who derive some income from the water scheme. The cheapest system may also include approximately one public standpipe per 200 - 300 households. The standpipe (which is an interim measure). is situated in the yard of the relevant water bailiff. The purchase of water from the bailiff is on a cash only basis. Householders are billed in the normal manner where the standard municipal system and the roof tank method are in operation. The outside tank can be upgraded to a roof tank. if required (Macleod. '996)**. Sanitation provision will be directly linked to the water service level. A draft sanitation policy is presently under consideration. A Ventilated Improved Pit (VIP) toilet (provided access for emptying is possible). or other appropriate on site disposal system. is specified at households with a ground level tank. State housing funds will be used to purchase and build the system at low cost housing schemes. Individual householders may also wish to buy the components and install the system themselves (in order to save money). or to employ a private contractor. On site sanitation (a VIP toilet with soakaway. a septic tank * ** Brief guidelines for the use of on site household storage tanks can be found in the Blue book - see Table L11. Macleod, N., 1996. Personal communication, Durban Metro Water, Durban. (Durban Metro Water was formed from 11 local authorities and other Government agencies hitherto responsible for the supply and distribution of water in their own areas of jurisdiction).

IIIRlmlllillS<br />

12.4.2 Durban Metro Water guidelines<br />

288<br />

An innovative water supply strategy devised by the recently established (in '995) Durban<br />

Metro Water. P 0 Box , 038. Durban. 4000 - a municipal water supply agency for the<br />

Durban Metropolitan Area - involves three levels <strong>of</strong> service for black peri-urban and urban<br />

settlements. The first level consists <strong>of</strong> a fully reticulated system. operating at standard<br />

water pressure (more than 600 t site-' day-'). The second level <strong>of</strong> service concerns the<br />

use <strong>of</strong> a 200 t ro<strong>of</strong> tank. supplied from water mains in the street (400 - 600 t site-'<br />

day-'). Such an option is considerably cheaper than full pressure. and provides most <strong>of</strong><br />

the benefits <strong>of</strong> standard reticulation. An outside 200 t ground level tank constitutes the<br />

third level <strong>of</strong> service (up to 200 t site-' day-'). which is used where householders cannot<br />

afford ro<strong>of</strong> tanks or full reticulation. The outside tank is usually connected to the house*.<br />

The supply to 20 - 25 households is controlled from onemanifold. with small bore pipes<br />

linking the water mains and each household (ground level) tank. Water bailiffs (members<br />

<strong>of</strong>the resident community) are responsible for operating the latter system. where monthly<br />

pre-payment is required. The bailiffs are self-employed entrepreneurs who derive some<br />

income from the water scheme. The cheapest system may also include approximately one<br />

public standpipe per 200 - 300 households. The standpipe (which is an interim measure).<br />

is situated in the yard <strong>of</strong> the relevant water bailiff. The purchase <strong>of</strong> water from the bailiff<br />

is on a cash only basis. Householders are billed in the normal manner where the standard<br />

municipal system and the ro<strong>of</strong> tank method are in operation. The outside tank can be<br />

upgraded to a ro<strong>of</strong> tank. if required (Macleod. '996)**.<br />

Sanitation provision will be directly linked to the water service level. A draft sanitation<br />

policy is presently under consideration. A Ventilated Improved Pit (VIP) toilet (provided<br />

access for emptying is possible). or other appropriate on site disposal system. is specified<br />

at households with a ground level tank. State housing funds will be used to purchase and<br />

build the system at low cost housing schemes. Individual householders may also wish to<br />

buy the components and install the system themselves (in order to save money). or to<br />

employ a private contractor. On site sanitation (a VIP toilet with soakaway. a septic tank<br />

*<br />

**<br />

Brief guidelines for the use <strong>of</strong> on site household storage tanks can be found in the Blue book - see<br />

Table L11.<br />

Macleod, N., 1996. Personal communication, Durban Metro Water, Durban. (Durban Metro Water<br />

was formed from 11 local authorities and other Government agencies hitherto responsible for the<br />

supply and distribution <strong>of</strong> water in their own areas <strong>of</strong> jurisdiction).

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!