View/Open - University of Zululand Institutional Repository
View/Open - University of Zululand Institutional Repository View/Open - University of Zululand Institutional Repository
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).
- Page 242 and 243: NOTES: 238
- Page 244 and 245: 239 CHAPTER 12: WATER SUPPLY PLANNI
- Page 246 and 247: 12.1 Introduction 241 111'1&111111
- Page 248 and 249: 243 rilliltl.'ll water consumption
- Page 250 and 251: Table L2: Cattle 245 study of reduc
- Page 252 and 253: Note: (j) (ii) (iii) 247 Animal wat
- Page 254: 249 111111:llllltJI Source: After A
- Page 257 and 258: 1111111118.1 252 Table L4: Some per
- Page 259 and 260: lillll.'.II' 254 high income. Iow d
- Page 261 and 262: * 256 to obtain. Difficulties inclu
- Page 263 and 264: 1111...11 (iii) 258 Home Glasson Pa
- Page 265 and 266: 260 Table L6: Some typical domestic
- Page 267 and 268: * ** 262 are in agreement with cons
- Page 270 and 271: Table L7: Some South African indust
- Page 272 and 273: Table L7: 267 Some South African In
- Page 274 and 275: Table L7: 269 Some South African in
- Page 276 and 277: Table L7: 271 Some South African In
- Page 278 and 279: Note: (i) (ii) (iii) (iv) (v) (vi)
- Page 281 and 282: 276 concentrate on the provision of
- Page 283: 278 Table L8: RSA-KwaZulu Developme
- Page 286 and 287: Table L9: 281 RSA-KwaZulu Developme
- Page 288 and 289: Table L9: 283 RSA-KwaZulu Developme
- Page 291: 286 the Green book, namely, Anonymo
- Page 296: 291 design phase of projects. Any a
- Page 299 and 300: 294 Table L12: Some extant water wh
- Page 301: 11111111111911 296 • Energy Resea
- Page 304 and 305: 299 11111111111111 Table l13: Speci
- Page 306: 301 Table L13: Specific training ag
- Page 309 and 310: 304 Road and Umlazi (Durban); Pinet
- Page 312: 307 Table L14: A spatial typology o
- Page 315 and 316: 310 Table L15: A typology of social
- Page 317: 1111111..11 312 Table L15: A typolo
- Page 320 and 321: 315 114,[llll1\'1 Table L16: Some s
- Page 322 and 323: 317 Table L18: Mean household size
- Page 324 and 325: 319 Illil;JJtllllll Table L19: Exis
- Page 326 and 327: 321 Table L19: Existing housing del
- Page 328 and 329: 323 1IIIi!:lil.'11 a month, and a s
- Page 330 and 331: NOTES: 325
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).