Design Parameters. For the railway case study, two kinds of parameters can be differenciated. The first group of parameters correspond to real numbers (or function of real numbers) such as Kinetic energy, communication or physical movement delay, track length, track slope (function of position) or traction acceleration (function of speed), or breaking force. The other group of parameters is rather a choice of decomposition of a whole track map into several distributed one, and the corresponding distributed interlocking. Thus, such parameters are a set of subsets of the track map database tuples. On can also consider a varying number of trains. The parameters may be related, such as minimal and maximal Kinetic energy or minimal or maximal slope or traction acceleration.
Design Parameters. 1. The political agreement from 22.05.2023 states that ministerial approval of a hydrogen infrastructure construction project depends on Energinet’s ability to demonstrate concrete, long-term demand and willingness-to-pay from future users of the hydrogen infrastructure. Another political agreement about financing, which may specify this requirement further, is currently underway.
Design Parameters. (i) The design storm shall be a 100-year return period, for a 1-day, 2-day or 5-day duration storm event whichever generates critical hydraulic conditions in the impacted drainage system that is within the watershed either upstream or downstream of the Concession Highway (an “Impacted Drainage System”); and
Design Parameters. DSE is used in building automation to: (a) identify the optimal equipment and control settings for an existing building; (b) study the equipment scal- ability over different building thermal characteristics. In the following we highlight the key design parameters used in the building automation case study: • Equipment Design Parameters: tuning these parameters lead to iden- tify the optimal thermal supply settings to a building using Fan Coil Units (FCUs).
Design Parameters. Developer shall ensure that bridges crossing over waterways withstand a 100-year frequency event with no loss of structural integrity. Bridges crossing over the Ultimate Configuration shall, at a minimum, be designed to accommodate the Ultimate Configuration and all planned expansion or update of each facility by its respective owner as designated in the owner’s current transportation master plan as included in the reference documents, while still maintaining the required horizontal and vertical clearances. Alignments shall meet the requirements indicated in Book 2, Section 11 for the functional classification of each roadway. Developer shall design bridge structures required for the interim configuration, if applicable, to the total length and span arrangement required for the Ultimate Configuration, including spanning future lanes that will be constructed below the structure as a part of the Ultimate Configuration. Developer shall design bridge structures to accommodate the Ultimate Configuration and construct bridge structures to the width required for the interim configuration. Developer shall ensure that bridges constructed for the interim configuration can be widened to the Ultimate Configuration width at a later date with minimal or no impact to aesthetics and traffic. Direct-connect structures shall be constructed to satisfy the Ultimate Configuration. In locations where the interim configuration does not call for the construction of the direct-connect structures, Developer shall make provisions to accommodate the future construction.
Design Parameters. For the automotive case study, two categories of parameters can be di er- entiated: The rst group of design parameters that can be varied during an DSE experiment de nes the vehicle: vehicle mass, aerodynamic drag xxx - cient cw, rolling friction xxx cient crr, battery capacity C, and the full load curve, de xxx by the maximum engine speed nmax and the maximum torque Mmax. The second set of parameters de nes the route the vehicle takes to get from the start position to its destination. These parameters can be de- scribed as a set of coordinates. For a typical DSE experiment in the context of INTO-CPS, the rst set of parameters, de ning the vehicle, is most likely the more relevant group. The vehicle design parameters can depend on each other, e.g. the battery capacity has an in uence on the total mass.
Design Parameters. (a) The parties acknowledge that the conceptual design set forth on Exhibit “F” attached hereto and made a part hereof is consistent with their expectations as of the date of this Agreement. Without limiting the Township’s ability to approve the plans and specifications for the land development approvals consistent with the Pennsylvania Municipalities Planning Code, Lower Merion Township Zoning Code and all other Laws (none of which shall be deemed to occur under this Agreement but rather in the ordinary course according to the Township’s practice and procedure), the Township shall have the right to approve final plans for the Project (the “Approved Plans”); provided, however, that the Township shall not unreasonably withhold, delay or condition its consent under this subsection
Design Parameters. (a) The parties acknowledge that the conceptual design set forth on Exhibit “F” attached hereto and made a part hereof is consistent with their expectations as of the date of this Agreement. Without limiting the Township’s ability to approve the plans and specifications for the land development approvals consistent with the Pennsylvania Municipalities Planning Code, Lower Merion Township Zoning Code and all other Laws (none of which shall be deemed to occur under this Agreement but rather in the ordinary course according to the Township’s practice and procedure), the Township shall have the right to approve final plans for the Project (the “Approved Plans”); provided, however, that the Township shall not unreasonably withhold, delay or condition its consent under this subsection (a) so long as the design reflected in the plans is consistent with the conceptual design attached hereto as Exhibit “F.” No approval of the design, construction documents or any other aspect of the Private Project shall be deemed to impose any liability upon the Township, it being understood that such review is for the Township’s own purposes and not to be construed as a representation or warranty that the Private Project has been designed or constructed in conformance with applicable Laws. Dranoff shall remain solely responsible to review and approve, or cause qualified professionals to review and approve, the design and construction of the Private Project. Further, no approvals under this Section 1.4(a) or otherwise under this Agreement shall in any way be construed to constitute an approval of the plans and specifications for purposes of land development, zoning, building codes, the Municipalities Planning Code, or any other Laws for any other purpose whatsoever except for compliance with this Agreement.
Design Parameters. 1 Design parameters for the system shall be as defined in the Specifications and/or the operating descriptions.
Design Parameters. 1. The Design-Build Project consists of replacing a total of four (4) bridges located in Buncombe, Xxxxx, XxXxxxxx and Xxxxxxxx Counties. Bridge Nos. 100142 and 600207 shall be replaced utilizing stage construction; Bridge No. 100142 staged to the south side and Bridge No. 600207 staged to the west side of the existing bridges to maintain traffic on-site. Bridge Nos. 110145 and 580312 shall be constructed in-place with off- site detours. Local access to all residences and businesses will be maintained between the closure points at all times during construction County Structure No. Route Detour Route Xxxxx 110145 SR 1430 SR 1429 - SR 1428 – SR 1427 – SR 1426 XxXxxxxx 580312 SR 1781 US 221 - SR 1781
