For whatever it is worth I believe at one time there was quite a bit of discussion and indeed maybe some practice in areas regarding “holes” in manhole covers (beyond modern “pick holes” in gray or ductile cast iron covers) e.g. as mentioned in ASCE Manual #37, “Design and Construction of Sanitary and Storm Sewers” (1982), e.g. “…ostensibly to aid ventilation”. However, the 1982 version of this manual also provided several possible hints as to why this and other publications (e.g. ASCE MOP No. 60/WPCF MOP No. FD-5, “Gravity Sanitary Sewer Design and Construction” 1982) have not really promoted this as a function of manhole covers in recent years. These hints included the following:
1. “At most, a ventilated cover may permit partial drying of the manhole but it cannot affect appreciably conditions in the pipe between manholes.”
2. “In exceptional conditions where ventilation may be needed to relieve pressure differences or prevent oxygen depletion, special vents should be provided.” (I believe Mr. stanier’s application might fit this bill, and I think “special vents” in that context were probably meant to potentially refer to structures beyond simple cored or drilled holes in the cover.)
3. “On sanitary sewers, holes in the covers allow the undesirable entry of stormwater and grit, as well as the mischievous entry of sticks; and they favor the escape of sewer air, causing odor nuisances.” (i.e. holes are likely to increase volume to be treated, particularly in low lying areas or areas subject to flooding etc., where alas many sewers are wont to be!)
For these reasons I believe modern trends are more likely to want tighter overall systems and manholes, including covers.