Aspects of contract and negligence for business Assignment - 1

Aspects of contract and negligence for business - Assignment Example Chen-Wishart (2012), explains that the process of making and an offer and its acceptance follows the â€Å"mirror image† rule. This implies that the other party accepts the terms of the contract just as stipulated in the offer. Consideration is yet another element of a contract that refers to a substance of value the two parties promise to exchange in the course of the transaction. The consideration validates the existence of a contract. Also known as, the â€Å"meeting of the minds† mutuality refers to the consensus the two parties must have about the terms of the contract. Before creating a legally binding agreement, the two parties must understand and agree to the unique terms of the contract. The terms are vital aspects of a contract since they influence the entire process of undertaking the activity. The two parties must, therefore, understand the terms of the offer. At the acceptance stage, the second party promises to undertake the activity as stipulated in the terms. The offering party, on the other hand, promises not to change the original terms since the contract laws bar changing such terms unless the two parties agree to. This makes mutuality an important feature in contracts (Frey & Frey 2001). The terms that Joe and Dilon set for their contract have some aspects of ambiguity. As explained earlier, in the creation of a contract the terms must always follow the mirror image rule. The mirror image rule dictates that the offer and the acceptance must never vary the terms of the contract. In the case, Dilon’s terms dictate that Joe must sell the products at the original quoted price. After filling the form, which indicated his acceptance of the offer, Joe provides his terms in which he indicates that the prices may increase. Such is a bargain, and the terms of the contract between the two parties are ambiguous. Despite the ambiguity between Joe and Dilon, the two form a legally binding contract. Joe must make the running

Storm Drainage Design Project Essay Example | Topics and Well Written Essays - 1500 words - 5

Storm Drainage Design Project - Essay Example The height of rainfall and the river discharge in terms of the river level were shown on the vertical axis using two different scales. Height of rainfall is plotted in terms of millimetres, while river level (river height) is plotted in terms of 1 x 10-1 meter. For example, the river height observed at 00:00:00 of October 12 is 0.283 meters, but in plotting the hydrograph, 0.283 was multiplied 10 and plotted as 2.83, instead. This scheme was utilised for aesthetic purposes in the desired hydrograph. Data were, however, analyzed using the original value and unit of the river level per hour of observation. As illustrated in Figure 4, river started to rise in the river at 11:00:00 hours on October 13 when rainfall reached its first peak at 1.20 mm. Interestingly, the second rain peak (also at 1.20 mm.) occurred after 10 hours at 21:00:00 of the same day (October 13). It may be observed from the hydrograph that as the second peak of the rainfall approached, river flow also reached a mini-peak. From hereon, the rising limb of the river flow was very clearly defined. From the first peak of rainfall, the basin lag time was calculated to be 22 hours. This means that it took 22 hours after the first peak of rainfall for the river flow to reach its peak. From the second peak of rainfall, the basin lag time was 12 hours. The average discharge for the rising limb (Q1) of the river flow is calculated as follows: The duration for the peak flow to return back to base flow is 46 hours. Several factors which affect the characteristics of storm or rainfall hydrographs have been described from existing literature. Each of these factors were analysed with respect to the River Cynon hydrograph. The catchment area of 160 sq. km. (Environment Agency – Wales, 2005) is considerably large, which should explain the long lag time of 22 hours before the river flow reached its peak. A large catchment area also tends to receive more precipitation, and subsequently